transportation advisory committee (trac) agenda

TRANSPORTATION ADVISORY COMMITTEE (TrAC)

AGENDA Wednesday, November 06, 2019

5:15pm Dinner (Committee/Staff) Goodpasture Room 5:45pm ‐ 7:35pm Public Meeting Session 3050 North Delta Hwy, Eugene, OR 97408

I. Introductions / Agenda Review – Chair, Kevin Woodworth, 5 min.

II. General Public Comment, 5 min.

III. Lane Code Chapter 15 Update – Becky Taylor and Jennifer Paugh, 60 min.

Staff will provide an overview of Chapter 15 and the proposed amendments and seek feedback from the TrAC.

IV. Ice and Snow Removal Plan – Matt Tarnoff, 20 min.

Road Maintenance staff requests TrAC feedback on an established ice and snow removal plan and identifying how priorities are determined.

V. Traffic Calming Pilot Program – Becky Taylor, 10 min.

Staff will share information about which street will be the focus of the initial traffic calming pilot study.

VI. Info Share / Next Steps, – All, 10 min.

Attachments: Lane Code – Chapter 15 memo and draft update (Page нπфм) Ice and Snow Plan Memo and 2015 Plan (Page фнπмон) TrAC 12 Month Calendar (Page моо)

TrAC November 6, 2019 Meeting -

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Memorandum Date: October 9, 2019 Meeting Date: November 6, 2019 TO: Transportation Advisory Committee (TrAC) DEPARTMENT: Public Works PRESENTED BY: Becky Taylor, Senior Transportation Planner AGENDA ITEM: Lane Code Chapter 15 Roads: Proposed Amendments

I. ACTION Staff requests TrAC feedback on the attached proposed amendments to Lane Code Chapter 15 Roads. The subject amendments constitute a comprehensive update to the chapter, which has not occurred since 2004. Typically, code amendments are topic-specific to enable targeted stakeholder engagement on more complex content, such as the updates to vegetation management in 2016 and implementation of the updated Transportation System Plan in 2018. The intent of the subject code amendments is to clarify text that has been confusing to staff and the public. These are broader than “housekeeping” amendments which are specific to correcting errors and inconsistencies. The proposed amendments are not intended to make substantive changes; instead, they are consistent with current policy and are a better reflection of current practices.

II. BACKGROUND

Lane Code Chapter 15 Roads establishes requirements to implement Lane County’s transportation policies and protect Lane County’s transportation facilities. These requirements apply to both private developments and public projects, such access management and street design standards. The chapter also contains regulations for activities within the right-of-way and enforcement procedures. These are staff-initiated amendments from extensive history administering the code to resolve items that have been confusing to implement. A committee of Public Works staff from Land Management, Road Maintenance, and Engineering and Construction Services convened over several months to edit the code for customer clarity and to affirm the intent of specific code provisions. County Counsel has reviewed the proposed amendments to ensure compliance with applicable law and policy. The legal review resulted in text changes throughout on words that had specific legal meaning; for example, the word “shall” has been replaced. Most of the amendments focus on definitions. References and relationships to other code provisions, especially other chapters, were also clarified to reduce inconsistencies.


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III. RECOMMENDATION / NEXT STEPS At the November TrAC meeting, staff will provide an overview of the proposed amendments. As Lane County’s citizen advisory committee on Lane County’s transportation system, the TrAC is being asked to provide feedback on the proposed amendments. Staff is also in the process of soliciting input from other transportation stakeholders. After receiving input from the TrAC and other transportation stakeholders, staff may make additional revisions before presenting the amendments package to the Lane County Planning Commission. The formal adoption process includes a public hearing before the Planning Commission which makes a recommendation to the Board. The Board makes the final decision, adopting the code amendments as an ordinance. The dates for the PC and Board actions have not yet been set.

IV. ATTACHMENTS

Draft Chapter 15 Code Amendments


Lane Code CHAPTER 15 CONTENTS

January 11, 2018 15-i

Chapter 15

ROADS 15.005 General Purpose.

DEFINITIONS 15.010 Definitions.

FUNCTIONAL CLASSIFICATIONS AND RIGHT-OF-WAY WIDTH 15.020 County Road Functional Classifications. 15.030 Urban and Rural Roads. 15.035 Additions and Changes to County Road Functional Classifications. 15.040 Action by Board.

MINIMUM ROAD REQUIREMENTS 15.045 Minimum Requirements for Public Roads and Local Access Roads. 15.055 Minimum Requirements for Private Access Easements.

BUILDING SETBACK REQUIREMENTS 15.065 Purpose. 15.070 Building Setback Requirements for Local Access Roads, Public Roads, County Roads,

and State Roads or Highways. 15.075 State Road and Highway Setbacks. 15.080 Building Setback Requirements From Interior Property Lines. 15.083 Additional Setback Requirements. 15.085 Variance to Setback Requirements. 15.090 Right to Require Removal of Structures. 15.095 Building Setback Line Chart.

DEDICATION AND IMPROVEMENT REQUIREMENTS 15.100 Purpose. 15.105 Dedication and Improvement Requirements. 15.110 Variance to Dedication and Improvement Requirements.

FRONTAGE 15.115 Purpose. 15.120 Frontage Requirements. 15.125 Variances to Frontage Requirements.

ACCESS 15.130 Purpose. 15.135 General Access Requirements. 15.137 Access Management Requirements. 15.138 Road and Driveway Approach Spacing Standards. 15.139 Standards for Culverts and Private Approaches on County Roads. 15.140 Variance to Access Requirements.

ROAD AND RIGHT-OF-WAY REGULATIONS 15.200 Use of Public Roads, Local Access Roads and County Roads. 15.205 Facility Permits. 15.207 Special Transportation Permits 15.210 Permit Procedure. 15.215 Road and Bridge Prohibited Activities and Restrictions. 15.220 Temporary Road Closures. 15.225 Unopened Established County Rights-of-Way.



January 11, 2018 15-ii

15.230 Lengths of Vehicles, Combinations of Vehicles, and Weight Limits.

RURAL ADDRESSING/ROAD NAMING 15.305 Purpose. 15.310 Authority for Enactment. 15.312 Road Naming. 15.315 Assignment of Address. 15.320 Correction of Address. 15.325 Exceptions. 15.330 Responsibility. 15.335 Fees.

ROADSIDE INTEGRATEDION VEGETATION MANAGEMENT POLICY 15.500 Purpose. 15.501 Environment. 15.502 Data Collection and Analysis. 15.505 Definitions. 15.510 Roadside Vegetation Management Plan. 15.511 Application Methods and Buffers. 15.515 Training, Education, and Implementation. 15.517 Data Collection and Analysis. 15.520 Public Notification. 15.525 Record Keeping. 15.530 Annual Report (Reporting).

LEVYING, COLLECTING AND ENFORCING SPECIAL ASSESSMENTS 15.600 Authority. 15.605 Purpose. 15.610 Application. 15.620 Initiation of Improvements. 15.625 Procedures. 15.630 Priority System. 15.636 Assessments. 15.640 Intersections. 15.645 Foreclosure.

ROAD SYSTEM DEVELOPMENT 15.695 Specific Road Improvements. 15.696 Roadway Performance Standards. 15.697 Traffic Impact Analysis Requirements.

ROAD DESIGN STANDARDS 15.700 Purpose. 15.701 General Provisions. 15.702 Urban Arterial And Collector Standards. 15.703 Rural Arterial And Collector Standards. 15.704 Urban Local Street Standards. 15.705 Rural Local Road Standards. 15.706 Public Road, Local Access Road, and Private Access Easement (Private Road) Standards. 15.707 Pavement Structure. 15.708 Turnaround Areas. 15.709 Deviations From Design Standards and Facility Permit Requirements. 15.710 Road Design Standard Diagrams.



January 11, 2018 15-iii

SIDEWALKS 15.715 Sidewalk Maintenance and Liability. 15.720 Prohibited Activities and Uses. 15.730 Sidewalk Design and Construction Specifications.

STATUTORY WAYS OF NECESSITY 15.800 Jurisdiction.

GENERAL VARIANCE PROVISIONS 15.900 General Variance Provisions.

ENFORCEMENT 15.950 Enforcement Requirements. 15.955 Failure to Comply.


15.005 Lane Code 15.010

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Chapter 15

ROADS

15.005 General Purpose.

The general purpose of this Chapter is to provide a consolidated resource for the policies and coordinate those rules, regulations and associated standards that support the current relating to the existing and future transportation, maintenance and access needs of Lane County. It is intendedThe intent of this Chapter is to establish minimum requirements for efficient, safe and attractive reliable vehicular and pedestrian movement throughout the County and usable ingress and egress to properties, to protect the public investment in the County Road system and the capacity of existing transportation facilities, to provide for private and public participation in the widening and improvement of roads when the same becomes necessary by reason of development of abutting property and to assist in guiding the future development or redevelopment of the County in accordance with the Comprehensive Plan for Lane County. For purposes of this chapter, the Comprehensive Plan shall mean the Lane County General Plan, including the following documents which provide the overall policy direction for roads within Lane County. (1) The Lane County Transportation System Plan (TSP); (2) The Eugene-Springfield Metropolitan Area Transportation Plan (TransPlan); and (3) The transportation system plans adopted by the incorporated communities within Lane County outside of the Eugene-Springfield metropolitan area. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04)

DEFINITIONS The definitions in LC 15.010 apply to all actions and interpretations under this chapter. The meanings of some terms in this chapter may, in certain contexts, be clearly inapplicable. In such cases, the context in which a term is used will indicate its intended meaning, and that intent will control. Where a term defined in LC 15.010 is defined in another section of Lane Code or by other regulations or statutes referenced by this chapter, the definition in this section will control. 15.010 Definitions.

For the purposes of this chapter, the following words and phrases shall mean: (1) AASHTO, American Association of State Highway and Transportation Officials. Publisher of “A Policy on Geometric Design of Highways and Streets,” nationally accepted source for contemporary road design standards. (2) Access. Subject to adopted policies and standards, the means by which a lot, parcelproperty, area or tract directly obtains safe, adequate and usable ingress and egress. (3) Access Management. The regulation of vehicular and pedestrian access to streets, roads and highways from public and private roads and driveways to reduce potential conflicts and promote safety as well as to preserve the capacity, speed, and traffic flow for which the road system was planned and designed. These measures may include, but are not limited to, policies and spacing standards for access to roadways, and use of physical controls such as channelization and raised medians. (4) Additional Setback. Reserve areas required where soil conditions or topographic features necessitate significant cut or fill requiring slope easements for a roadway. These areas are site specific and are not generally required for an entire roadway


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segment. Additional setbacks are determined by physical characteristics of the land rather than the width of the roadway. (5) American Association of State Highway and Transportation Officials. See AASHTO. (6) Approach (Road Approach, Driveway Approach). The area of intersection of an approaching road or driveway with a road. (7) Board. The Lane County Board of Commissioners. (8) Building. The terms “building” and “structure” are synonymous for the purpose of this chapter as they pertain to setback and site plan locations. (98) Capacity. (a) The maximum number of vehicles that can reasonably be expected to traverse a point or segment of road under prevailing conditions and during a specified period of time. (b) The structural capacity of a roadway, or the ability of the pavement structure, bridges, or other cross-sectional elements to carry loads created by traffic or the dead-load of the elements themselves. (109) Capital Improvement Program (CIP). A short range plan that identifies and prioritizes funding for construction projects within the County transportation system, the funding for which is allocated to the County Road Fund from various sources. A short range financial plan that programs construction project funding for the County Road Fund. Lane County maintains an annually updated CIP for transportation improvement projects. (110) Channelization. The separation or regulation of conflicting traffic movements into definite paths of travel by traffic islands or pavement markings to facilitate the safe and orderly movement of both vehicles and pedestrians. Channelization provides maximum convenience, and instills driver confidence. Examples include but are not limited to left turn refuges, right turn refuges, including the construction of islands at intersections to separate traffic, and raised medians at driveways or intersections to permit only selected turning movements. Channelization does not include continuous median turn lanes. Channelization may increase capacity. (12) Clear Zone. The roadside clear zone is an unobstructed, traversable roadside area, extending away from the outside edge of the vehicle travel lane, which allows a driver to stop safely, or regain control of a vehicle that has left the roadway. (13) Comprehensive Plan. For the purpose of this chapter the Comprehensive Plan consists of the Lane County General Plan, including the following documents which provide the overall policy direction for roads within Lane County. (a) The Lane County Transportation System Plan (TSP); (b) The Eugene-Springfield Metropolitan Area Transportation Plan (TransPlan); and (c) The Eugene 2035 Transportation System Plan; and (d) The Springfield 2035 Transportation System Plan; and (e) The transportation system plans adopted by the incorporated communities within Lane County that are outside of the Eugene-Springfield metropolitan area. (141) Congestion. A condition under which the number of vehicles using a roadway is great enough to cause reduced speeds and increased travel times. (152) Connectivity. A term used to describe a network of streets and roads that intersect with the purpose of maximizing travel efficiency. Connectivity may also be used to describe the ease of transfer between different modes of travel, such as from rail to bus.


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(16) County Engineer. The County Engineer, or the person authorized by the County Engineer to exercise their authority under any section of this chapter. (17) County Road. As defined in ORS Chapter 368. A Public Road which is part of the County Road system and has been assigned a County Road number pursuant to ORS 368.016. A description of each County Road is kept in the Master Road Files in the Lane County Surveyor’s office. County Roads constructed to County road standards pursuant to this chapter are maintained by Lane County. See also Functional Class definitions. (183) Demand Management. Actions that are designed to change travel behavior in order to improve performance of transportation facilities and to reduce need for additional road capacity. Methods may include but are not limited to the use of alternative modes, ride-sharing and vanpool programs, and trip-reduction ordinances. (194) Department. The Lane County Department of Public Works. (2015) Director. The Director of the Lane County Department of Public Works or the Director’s delegated representative.person authorized by the Director to exercise the Director’s authority under any section of this chapter. (1621) Egress. A means or place of leaving a property. (22) Emergency. Any public health, economic or other event deemed an emergency by County, State, or Federal declaration. (17) Final Design. An engineering design which specifies in detail the location and alignment of a planned transportation facility or improvement that has been approved by the Board. See also Preliminary Design. (23) Expressway. Two-lane and multi-lane highways that provide for safe and efficient high speed and high volume traffic movements. Their primary function is to provide for interurban travel and connections to ports and major recreation areas with minimum interruptions. A secondary function is to provide for long distance intra-urban travel in metropolitan areas. In urban areas, speeds are moderate to high. In rural areas, speeds are high. Usually there are no pedestrian facilities and bicycle facilities may be separated from the roadway. Private access is discouraged and Public Road connections are highly controlled. (24) Freeway. Arterial roadways with full control of access. Preference is given to through traffic by providing access connections with selected public streets only and by prohibiting crossings at grade and direct private driveway connections. They are intended to provide for high levels of service in the movement of large volumes of traffic at high speeds. (25) Frontage Road. A road that is parallel and adjacent to an arterial or other limited access road or railroad right-of-way and which provides access to abutting properties. The primary purpose of a frontage road is to reduce direct access to an arterial or other limited access road or railway right-of-way. (2618) Functional Class. The classification of a road according to its expected level of service and function. The following functional class definitions apply to County Roads as defined under Roads in this section: (a) Principal Arterial. A road which provides for through traffic between major centers of human activity in urban, suburban and rural areas. (b) Minor Arterial. A road which provides for intracommunity traffic flow to principal arterials and within urban areas. In rural areas, minor arterials serve as a direct connection between communities and also bring traffic to principal arterials. (c) Major Collector. A road or street which is used primarily to channel traffic from neighborhoods to arterials, and to commercial or industrial districts in urban areas. In rural areas, major collectors provide connections from outlying areas to the arterial system (primarily Sstate Hhighways).


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(d) Minor Collector. A road or street which gathers traffic within the neighborhood and directs it to a major collector or arterial. (e) Local Road or Street. A road intended solely for the purpose of providing access to adjacent properties. A local road may terminate in a cul-de-sac or be part of a larger network. For purposes of this chapter, constructed roads functionally classified as Local Roads are County-maintained. roads and do not include Public Roads that have not been accepted by the Board as County Roads, or Local Access Roads. (27) Herbicide. Any substance or mixture of substances intended for preventing, destroying, repelling or mitigating plant growth. (2819) Improvement Agreement. An agreement that may, under prescribed circumstances, be used in lieu of required road improvements or a performance agreement., that This agreement is executed between the County and a developer in a form approved by the Board., and which Such agreement runs with the land, in whichwhereby the developer agrees to sign at some future time any and all petitions, consents and other documents necessary to improve the abutting road to required County standards and to waive all rights to remonstrance against such improvements in exchange for which the County agrees that the execution of the improvement agreement will be deemed to provide compliance with the improvement requirements of the Lane Code. (290) Ingress. A means or place of entering a property. (3021) Land Use Decision. As defined in LC 14.015.Chapter 14 (3122) Land Use Regulation. As defined in LC 14.015.Chapter 14 (23) Legal Interest. As defined in LC 14.015. (3224) Level of Service. A transportation engineering concept used to evaluate existing and future traffic flow (congestion) and to describe the quality of the operating conditions of a roadway. (33) Local Access Road. A Public Road that is not a County road, State Highway, or federal road. Pursuant to ORS 368, the County and its officers, employees and/or agents, are not liable for maintenance or failure to improve Local Access Roads or to keep Local Access Roads in repair. The County will spend County moneys on Local Access Roads only if it determines that the work is an emergency or if: (aa) the Director recommends the expenditure; and (bb) the public use of the road justifies the expenditure proposed; and (cc) the Board enacts an order or resolution authorizing the work and designating the work to be either a single project or a continuing program. (3425) Modernization. Road improvement projects to accommodate existing traffic and/or projected traffic growth consistent with adopted state, regional, County, or other local Transportation System Plans. County modernization projects are typically included in the General Construction project list of the County Capital Improvements Program. Modernization projects include, but are not limited to: reconstruction of roads; realignment of roads; addition of paved shoulders, curb and gutter, sidewalks, or other pedestrian and bicycle facilities; reconstruction of slopes, embankments, or ditches to provide improved safety and drainage; addition of travel lanes; widening of bridges; passing and climbing lanes; median turn lanes, acceleration and deceleration lanes, other channelization as defined in this section; new alignments; new safety rest areas; grade separations; intersection improvements; intermodal connectors; high-occupancy vehicle lanes; and off system improvements. (3526) New Road. Construction of a Public Road or road segment that is not a realignment, reconstruction or, modification, or realignment of an existing road or road segment.


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(3627) Operation, maintenance, and/or repair. Routine activities necessary to operate and maintain the road system. These activities include, but are not limited to, signing, pavement marking, traffic signals, pavement surface maintenance and repair; pothole patching, culvert pipe and ditch grading, maintenance, or repair; dust control; vegetation control; and litter and animal carcass cleanup. These activities and minor transportation system improvements associated with them are not listed as projects in the Transportation System Plan or Capital Improvement Program. These activities provide for increased efficiency and safer traffic operations and reliability. Activities may include some aspects of preservation as defined in this section. Pavement surface maintenance does not include additional pavement structure needed as a result of a change in or intensification of a use of a property. (3728) Performance Agreement. A written agreement executed by an applicant or , developer or his or her agent in a form approved by the Board and accompanied by an approved security in sufficient amount to ensure the faithful performance and completion of all required improvements in a specified period of time. LM 15.850 through LM 15.865 provides County performance agreement requirements. (38) Permit Holder. The entity that is legally responsible for the performance of the permitted work. For the purposes of this chapter the Permit Holder is considered synonymous with the Permittee, Applicant, Owner, Property Owner or Authorized Agent, where the context so requires. (29) Preliminary Design. An engineering design which specifies in detail the proposed location and alignment of a planned transportation facility or improvement. Preliminary design is normally specified as part of the Capital Improvement Program public involvement process when a project is being readied to be sent out to bid for construction. See also Final Design. (390) Preservation. Activities that rebuild or extend the service life of existing transportation facilities. Road preservation projects add useful life to the road. Preservation includes but is not limited to reconstruction, pavement rehabilitation, pavement resurfacing, and minor safety and bridge improvements. (40) Private Access Easement & Private Road. A private, nonpossessory interest in the land of another which entitles the holder(s) of the interest to use the roadway for access and to pass across another's land. A private road is intended to provide for ingress and egress to land and may include that portion of a panhandle or flag lot or property that is used for access purposes or an access road in which the underlying fee belongs to two or more persons, association, corporation, firm, club, partnership or other similar entity having the right of administration and/or ownership thereof. (41) Public Road. A road over which the public has a right of use that is a matter of record. For purposes of this chapter, a Public Road is a road that has been dedicated for use by the public for road and right-of-way purposes either by good and sufficient deed presented to and accepted by the Board, or by a partition map and plat or a subdivision plat presented to and accepted by the Board. Once accepted and placed on record, Public Roads are held in trust for the public by the governing agency with jurisdictional authority, and specifically exclude private roads, private ways, Private Access Easements or agreements, Forest Service Roads, Bureau of Land Management Roads, any Gateway or Way of Necessity as defined by ORS Chapter 376 and any other road which has nominally or judicially gained a "public character" by prescriptive or adverse use. Public Roads over which the County has jurisdiction that have not been accepted by the Board as County Roads are not normally maintained by the County, but the County may regulate their useLocal Access Roads.


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(4231) Realignment. Constructing or rebuilding an existing roadway on a new alignment where the new centerline shifts outside of the existing right-of-way, and where the existing road surface is either removed, maintained as an access road, or maintained as a connection between the realigned roadway and a road that intersects the original alignment. The realignment may include channelization, and may increase capacity, but shall maintains the function of the existing road segment being realigned unless specified otherwise in adopted state, regional, County, or other local Transportation System Plans. (4332) Reconstruction or modification. Rebuilding an existing road in the same general location, either within the existing right-of-way or by acquiring new right-of-way. This mMay or may not include realignment and/or the addition of turn lanes or other channelization. Reconstruction or modification may increase capacity. (4433) Rehabilitation. Road resurfacing, sealing, paving, and restoration, over and above routine maintenance, to repair deteriorating road surfaces and to address safety concerns. (4534) Right-of-Way (ROW, R/W). (a) Includes the land or any interest in land acquired for public rights of passage, construction of facilities, motorists, cyclists, pedestrians, and utilities. (b) The customary or legal right of a person or vehicle to pass before another. (4635) Road. The terms road, street or highway shall beare considered synonymous and shall include the entire area and all lawful improvements between the right-of-way lines of any public or private way that is created to provide ingress or egress to land. “Road” includes but is not limited to: (a) Arterials, collectors, and local roads as in the functional classes defined above under Functional Class; (b) Road related structures that are in the right-of-way such as drainage conveyance facilities; (c) Other structures in the right-of-way that provide for continuity and stability of the right-of-way including tunnels, retaining walls, and bridges; (d) Underground and/or overhead utilities and utility easements that are within the right-of-way; (e) Roads are further defined as followsthroughout this section as County Road, Expressway, Freeway, Frontage Road, Local Access Road, Private Access Easement & Private Road, Public Road, Rural Road, Stubbed Road, Turnaround (Cul-de-sac or Hammerhead), Unconstructed Road and Urban Road.: (i) County Road. As defined in ORS Chapter 368. A Public Road which is part of the County Road system and has been assigned a County Road number pursuant to ORS 368.016. The Department is responsible for maintenance. A description of each County Road is kept in the Master Road Files in the Lane County Surveyor’s office. See also Functional Class definitions. (ii) Expressway. Two-lane and multi-lane highways that provide for safe and efficient high speed and high volume traffic movements. Their primary function is to provide for interurban travel and connections to ports and major recreation areas with minimum interruptions. A secondary function is to provide for long distance intra-urban travel in metropolitan areas. In urban areas, speeds are moderate to high. In rural areas, speeds are high. Usually there are no pedestrian facilities and bicycle facilities may be separated from the roadway. Private access is discouraged and Public Road connections are highly controlled. (iii) Freeway. Arterial roadways with full control of access. Preference is given to through traffic by providing access connections with selected public


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streets only and by prohibiting crossings at grade and direct private driveway connections. They are intended to provide for high levels of service in the movement of large volumes of traffic at high speeds. (iv) Frontage Road. A road that is parallel and adjacent to an arterial or other limited access road or railroad right-of-way and which provides access to abutting properties. The primary purpose of a frontage road is to reduce direct access to an arterial or other limited access road or railway right-of-way. (v) Local Access Road. A Public Road that is not a County road, state highway, or federal road. Pursuant to ORS 368, the County and its officers, employees and/or agents, is not liable for failure to improve Local Access Roads and is not liable to keep Local Access Roads in repair. The County shall spend County moneys on Local Access Roads only if it determines that the work is an emergency or if: (aa) the Director recommends the expenditure; and (bb) the public use of the road justifies the expenditure proposed; and (cc) the Board enacts an order or resolution authorizing the work and designating the work to be either a single project or a continuing program. (vi) Private Access Easement, Private Road. A private, nonpossessory interest in the land of another which entitles the holder(s) of the interest to use the roadway for access and to pass across another's land. A private road is intended to provide for ingress and egress to land and may include that portion of a panhandle or flag lot or parcel that is used for access purposes or an access road in which the underlying fee belongs to two or more persons, association, corporation, firm, club, partnership or other similar entity having the right of administration and/or ownership thereof. (vii) Public Road. A road over which the public has a right of use that is a matter of record. For purposes of this chapter, a Public Road is a road that has been dedicated for use by the public for road purposes either by good and sufficient deed presented to and accepted by the Board, or by a partition map and plat or a subdivision plat presented to and accepted by the Board. Once accepted and placed on record, Public Roads are held in trust for the public by the County, and shall specifically exclude private roads, private ways, Private Access Easements or agreements, Forest Service Roads, Bureau of Land Management Roads, any Gateway or Way of Necessity as defined by ORS Chapter 376 and any other road which has nominally or judicially gained a "public character" by prescriptive or adverse use. A Public Road is not normally maintained by the County unless it has been accepted by the Board as a County Road as defined in this section, but the County may regulate its use. (Common terms for this type of road are "Dedicated Public Road" and "Local Access Road.") (viii) Rural Road. A road or portion of a road that is not within an urban growth boundary. (ix) Stubbed Road. A road having only one outlet, and which is intended to be extended or continued to serve future development on adjacent lands. A stubbed road that is part of the County Road system is functionally classified as a Local Road. This can include a cul-de-sac or hammerhead turnaround area intended to be extended in the future. (x) Turnaround ( Cul-de-sac or Hammerhead). The area located at the terminus of a road and developed to the standards for Turnarounds in LC Chapter 15, the purpose of which is to allow motor vehicles to safely and efficiently reverse direction. (xi) Urban Road. A road or portion of a road that is within an urban growth boundary. (47) Rural Road. A road or portion of a road that is not within an urban growth boundary.


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(48) Stubbed Road. A road having only one outlet, and which is intended to be extended or continued to serve future development on adjacent lands. A stubbed road that is part of the County Road system is functionally classified as a Local Road. This can include a cul-de-sac or hammerhead turnaround area intended to be extended in the future. (49) Threshold. The point at which maintenance is required to ensure set standards are maintained. (5036) Transportation Facility. A physical system, including any portion thereof, that moves or assists in the transport of people, animals, or goods, including roads, bicycle, pedestrian, and equestrian paths, rail lines, airport facilities, port facilities, and pipelines, and excluding electricity, water and sewerage systems. (5137) Travel Surface. Synonymous with Travel Way. (5238) Travel Way, Traveled Way. When applied to a road, the road surface used for vehicular travel, including bicycle lanes. Synonymous with travel surface. (53) Turnaround (Cul-de-sac or Hammerhead). The area located at the terminus of a road and developed to the standards for Turnarounds in LC Chapter 15, the purpose of which is to allow motor vehicles to safely and efficiently reverse direction. (54) Unconstructed Road. Any County Road or right-of-way that has not been constructed to County road standards. These roads and rights-of-way are not maintained by the County and are treated as Local Access Roads until such time they are constructed to current Lane County road standards. The terms “Unconstructed Road” and “Unopened Established County Rights of Way” are synonymous for the purpose of this chapter. (5539) Urban Growth Boundary (UGB). The boundary described in respective adopted City Comprehensive Plans to which urban services may be extended. (56) Urban Road. A road or portion of a road that is within an urban growth boundary. (5740) Visual Clear Zone. A triangular area of a driveway or road intersection corner that is 15 feet in length along the driveway and along intersecting roads. No visual obstructions such as plantings, walls, fences, signs, or other structures or vegetation, either temporary or permanent in nature, between two and one-half and 15 feet in height above the road surface are permitted in this area. Diagrams 15 and 16 in LC 15.710 illustrate the visual clear zones as they pertain to road intersections and fences. (Revised by Ordinance No. 6-75, Effective 3.26.75; 11-75, 9.5.75; 10-76,1.1.77; 10-80, 7.11.80; 1-91, 6.14.91; 10-04, 6.4.04)

FUNCTIONAL CLASSIFICATIONS AND RIGHT-OF-WAY WIDTH

15.020 County Road Functional Classifications.

In the development of an area, it is generally considered infeasible and undesirable to design all streets to safely and effectively handle both local and non-local trips. Therefore, a range of Sstreet classifications are assigned to streets roads making up a circulation network that will adequately handle anticipated traffic demands without unduly disturbing local residential neighborhoods. Collector and arterial streets are designed to carry through traffic (non-local trips) and generally require wider rights-of-way and higher design standards in order to serve their intended function. Local roads primarily provide access to abutting property. (1) County Roads as defined in LC 15.010(35) shall are be classified as in Table 1, according to the functional class definitions specified in LC 15.010(18).

Table 1: Functional Classifications for County Roads

Functional Class


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Local Minor Collector Major Collector

Minor CollectorArterial Principal Arterial

(2) For purposes of LC 15.137(3)(2)(c) and other applicable sections of this chapter, County Road functional classifications shall beis ranked as higher or lower according to the volume and quality type of traffic flow they are anticipated to handle, as specified below: (a) Arterial shall beis the highest functional classification; (b) Collectors shall beare the next highest functional classification; (c) Local shall will be the lowest classification. (d) Local Access Roads and Public Roads as defined in LC 15.010(35) shall arebe ranked as equivalent to Local for the rankings specified in LC 15.020(2)(a) through (c) above. (3) The County Roads Inventory text and Functional Class Maps in the adopted Lane County Transportation System Plan provides the official inventory of County Roads and their functional classifications. If a discrepancy exists between the Inventory text and a map, the Inventory text shall will be used to determine a road’s functional classification. (4) Jurisdictional Transfers. A road that is transferred to the County from another jurisdiction where the functional class remains equivalent to the existing classification retains its existing functional class designation and is exempt from a Type IV procedure pursuant to LC 15.035.. (Revised by Ordinance No. 6-75, Effective 3.26.75; 4-80, 7.11.80; 1-91, 6.14.91; 10-04, 6.4.04) 15.030 Urban and Rural Roads.

(1) Roads that are located within an urban growth boundary shall beare designated as Urban Roads. (2) Roads that are located outside of an urban growth boundary shall beare designated as Rural Roads. (3) A change in the location of an urban growth boundary shall will result in a corresponding change in the urban or rural designation of a road. (Revised by Ordinance No. 4-80; 7.11.80; 10-04, 6.4.04) 15.035 Additions and Changes to County Road Functional Classifications.

(1) Application. An application for additions or changes to County Road functional classifications is an amendment to the Transportation System Plan, a special purpose plan within the Rural Comprehensive Plan. The Application shall must be submitted and processed as a Type IV procedure, in accordance with LC Chapter 14. to the Planning Division upon a form and accompanied by such data as may be described for that purpose by the Division. An application may only be submitted by the owners of the property abutting an existing or proposed road, the Board of County Commissioners, the Planning Commission, the Planning Division, or the Department of Public Works. (2) Investigation and ReportsReview.

(a) The Planning Director must work with the Director and County Engineer during completeness review to determine if additional information is needed and/or a recommendation from the Transportation Advisory Committee (TrAC) is necessary. If deemed necessary, the TrAC will review the proposal and provide a recommendation prior to the first Planning Commission public hearing.


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(b) The Planning Director will review the proposal against the approval criteria in LC 15.035(4) and prepare a report for the Planning Commission for review and recommendation to the Board and subsequently to the Board for review and action. shall make or cause to be made an investigation to provide necessary information to determine if the proposed addition or change to County Road functional classifications is consistent with the purposes of this chapter. As a part of the investigation, the Planning Director shall receive from the Director all pertinent information and recommendations relating to said application. In addition, if determined appropriate by the County Engineer or designee, a recommendation on the matter from the Roads Advisory Committee shall be included in the information submitted to the Planning Director. A report of such investigation shall be submitted to the Planning Commission for its consideration prior to or at a public hearing on the application. (3) Planning Commission Public Hearing and Notice. (a) The Planning Commission shall hold not less than one public hearing on the proposed addition or change. (b) Notice of the time and place of the hearing shall be given at least 10 days prior to the date of the public hearing. The notice shall be published in a newspaper of general circulation in the County, or in a newspaper published in part of the County in which the proposed road is located. In addition to the Type IV notice procedurerequirements, at least 21 days prior to the first hearing, nNotice of the hearing shall will also be accomplished by causing at least three public notices to will be posted at least 2010 days prior thereto the first hearing along the alignment of the existing or proposed road, not more than 500 feet apart, or by mailing notices to the owners of all property abutting the existing or proposed road alignment not less than 2010 days prior thereto the first hearing, using for this purpose the last known name and address of owners of record of properties on the most recent property tax assessment rollsuch owners as shown upon the records of the County Assessor. (c) The Planning Commission at its public hearing shall review the proposed addition or change and shall receive pertinent evidence and testimony. Upon completion of the hearing, the Planning Commission shall submit its report and recommendation to the Board. (d) At the hearing, the Planning Commission shall consider whether the proposed addition or change is consistent with the criteria in LC 15.035(4) below. (4) Criteria. An addition or change to a County Road functional classification may be approved if: (a) The addition or change will result in the County Road being used consistent with the functional classification definitions found in LC 15.010(18). (b) The addition or change will not result in an inconsistency be consistent with the adopted General Plan Policies, including the policies of the Transportation System Plan. .(Revised by Ordinance No. 6-75, Effective 3.26.75; 4-80, 7.11.80; 10-04, 6.4.04) 15.040 Action by Board. (1) Within 30 days of a Planning Commission recommendation, the Board shall schedule a public hearing. Such hearing and action by the Board shall be in accordance with the provisions of this subsection for Planning Commission hearings and the Lane County Charter. (2) Prior to the hearing, the Planning Director shall forward to the Board a copy of the record for the proposed addition or change, including all pertinent data filed with the Commission and the minutes of the Planning Commission's public hearing. If a recommendation on the matter was made by the Roads Advisory Committee, the minutes


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of the Committee’s discussion and recommendation shall be included in the materials forwarded to the Board. (3) At the hearing, the Board shall determine whether the proposed addition or change is consistent with the criteria in LC 15.035(4) above. (4) The Board shall not be required to follow the recommendation of the Planning Commission or Roads Advisory Committee. (Revised by Ordinance No. 6-75, Effective 3.26.75; 4-80, 7.11.80; 10-04, 6.4.04)

MINIMUM ROAD REQUIREMENTS

15.045 Minimum Requirements for Public Roads and Local Access Roads.

The following minimum requirements shall apply to Public Roads and Local Access Roads as defined in LC 15.010(35) when new development is proposed to ensure that such roads will reasonably conform with to the stated purpose of this chapter. Public Roads as defined in ORS 368.001(5) that have been dedicated to the County but never accepted by the Board shall must also meet the requirements in this section. (1) A Public Road or Local Access Road that is part of or serves a land division shall must comply with the following: (a) the land division requirements in LC 13.050; and (b) road dedication and improvement requirements in LC 15.105; and (c) the provisions in LC 15.045(3) through (87) below. (2) When a Public Road or Local Access Road is used to provide access to a vacant lot or parcelproperty where development other than a land division is proposed, prior to land use and zoning authorization for the proposed development the following shall apply applies: (a) The applicant for the proposed development shall must provide written certification from the applicable Fire District, on a form prepared by Lane County, that the Public Road or Local Access Road meets minimum Fire District requirements to provide emergency services to the property. (b) If the applicant is unable to obtain the written certification specified in LC 15.045(2)(a), the property owner shall must record a Covenant and Hold Harmless Declaration to run with the land and in a form acceptable to Lane County that includes the following information and provisions: (i) a legal description of the lot or parcelproperty where development is proposed; (ii) the name(s) of the owner(s) of the property; (iii) a declaration and agreement that the property owner(s), successors, and assigns hold Lane County, its divisions, commissioners, officers, agents and employees harmless from any and all claims, losses, liability or damages that the owner(s) may incur as a result of failure to improve the Public Road or Local Access Road to the minimum Fire District requirements for providing emergency services to the property; (iv) reasons why the fire district certification cannot be obtained. An applicant’s refusal to obtain the certification shall is not in itself be an allowable reason; (v) a statement that the property owner was advised and understands that the road may be inadequate for emergency vehicles; (vi) a statement that the property owner declares and agrees that he and/or she has read the Covenant and Hold Harmless Declaration and has signed it of his or her own free will. (c) The requirements specified above in LC 15.045(2)(a) through and (b) shall apply only to lands outside of a County-designated Forest zone. Lands within a Forest


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zone shall beare governed by the siting and development standards of the applicable zoning district. (d) Public Roads and Local Access Roads that have previously been fully inspected and approved by Lane County as part of a land division final plat approval, for plats that were recorded after January 1, 1990, shall are not be subject to fire district certification requirements of LC 15.045(2)(a) through (b). (3) As far as is feasible, roads shall will be in alignment with existing or appropriate projections of existing roads by continuations of the centerline thereof. (4) When necessary to retain access to or permit a satisfactory future division of adjoining lands, roads shall must be extended to the boundary of a land division. A temporary turnaround meeting the requirements of LC 15.708 may be required for the resulting dead-end road. (5) In order to effect separation of through and local traffic, Frontage Roads as defined in LC 15.010(35) or reverse frontage parcels or lotsproperties may be required by the County when a proposed parcel or lotproperty would otherwise abut an arterial or collector road. In addition, screening or other treatments may be required along arterial and collectors in order to provide adequate noise and visual protection of adjacent properties. (6) Where a cut or fill road slope is outside the normal right-of-way, a slope easement shall beis required of sufficient width to permit maintenance of the cut or fill. (7) The County may require that at the entrance to any Public Road or Local Access Road a sign be constructed to County standards and posted at private expense stating the name of the road and indicating the road is not a County-maintained road. (8) Placement of facilities and development within the road and right-of-way of a Public Road or Local Access Road are subject to the following: (a) Anyone performing work will do so at their own sole risk and indemnify, save harmless and defend Lane County, its divisions, commissioners, officers, agents and employees, from all claims, suits, actions and damages arising out of or resulting from the work and such indemnity is not limited by reason of the enumeration of any insurance coverage that may exist. (b) Due diligence must be completed prior to starting work to insure compliance for items including, but not limited to, all of the following: (i) Land Use requirements under Lane County Land Management Division (LMD)., (ii) The Federal Endangered Species Act (ESA),. (iii) The State Historic Preservation Office (SHPO)., (iv) General construction standards or the Oregon Department of Transportation (ODOT) Standard Specifications for construction., (v) Public Utility Commission (PUC) requirements,. (vi) The Oregon Utility Notification Center (OUNC) provisions and the Oregon Revised Statutes (ORS)., and (vii) Traffic control requirements in accordance with the Manual on Uniform Traffic Control Devices (MUTCD), ODOT, and Lane County standards. (c) Safety Requirements. Operations must ensure safety to the public and protection of the road system. Safety precautions must include such stipulations reasonably related to safety requirements. Should it be necessary to interrupt or redirect traffic, procedures designated by the Manual on Uniform Traffic Control Devices publication cited in LM 15.450 will apply. Roads must be kept free of debris. Flaggers, barricades and other safety devices must be employed as necessary to warn traffic of possible hazards. Lighted warning lights must be maintained where necessary between the hours of sunset and sunrise.


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(d) Construction. Facilities must be constructed or maintained in conformance with accepted engineering practices and standards. (Revised by Ordinance No. 6-75, Effective 3.26.75; 4-80, 7.11.80; 10-04, 6.4.04) 15.055 Minimum Requirements for Private Access Easements.

The following minimum requirements shall apply to Private Access Easements as defined in LC 15.010(35) when new development is proposed to ensure that such roads will reasonably conform with the stated purpose of this chapter. (1) A Private Access Easement that is part of or serves a land division shall must comply with the following: (a) the land division requirements in LC 13.050; and (b) road dedication and improvement requirements in LC 15.105; and (c) the provisions in LC 15.055(3) through (8) below. (2) When a Private Access Easement is used to provide access to a vacant lot or parcelproperty where development is proposed, prior to land use and zoning authorization for the proposed development the following shall applyappliesrequirements must be met: (a) The applicant for the proposed development shall must provide written certification from the applicable Fire District, on a form prepared by Lane County, that the Private Access Easement meets minimum Fire District requirements to provide emergency services to the property. (b) If the applicant is unable to obtain the written certification specified in LC 15.055(2)(a), the property owner shall must record a Covenant and Hold Harmless Declaration to run with the land and in a form acceptable to Lane County that includes the following information and provisions: (i) a legal description of the lot or parcelproperty where development is proposed; (ii) the name(s) of the owner(s) of the property; (iii) a declaration and agreement that the property owner(s), successors, and assigns hold Lane County, its divisions, commissioners, officers, agents and employees harmless from any and all claims, losses, liability or damages that the owner(s) may incur as a result of failure to improve the Private Access Easement to the minimum Fire District requirements for providing emergency services to the property; (iv) rReasons why the fire district certification cannot be obtained., which may not be based only on the An applicant’s refusalunwillingness to obtain the certification shall is not in itself be an allowable reason;, (v) aA statement that the property owner was advised and understands that the road may be inadequate for emergency vehicle access;, and (vi) a statement that the property owner declares and agrees that he and/or she has read the Covenant and Hold Harmless Declaration and has signed it of his or her own free will. (c) The requirements specified above in LC 15.055(2)(a) through and (b) shall apply only to lands outside of a County-designated Forest zone. Lands within a Forest zone shall beare governed by the siting and development standards of the applicable zoning district. (d) Private Access Easements that have previously been fully inspected and approved by Lane County as part of a land division final plat approval, for plats that were recorded after January 1, 1990 shall are not be subject to fire district certification requirements of LC 15.055(2)(a) through and (b). (3) The County may determine that the access and transportation needs of the public would be better served if the Pprivate Aaccess Eeasement being considered is established as a Public Road, Local Access Road or County Road as defined in LC


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15.010(35), and may require dedications and improvements pursuant to the requirements of LC 15.105. (4) The minimum width for Pprivate Aaccess Eeasement shall must be of a width determined by the County suitable for the intended use, but in no case less than 30 feet. Notwithstanding this requirement, a pre-existing easement of at leastnot less than 20 feet in width and serving a lot or parcelproperty created in its present configuration prior to April 28, 2004 is allowable provided itthe easement complies with other requirements of this chapter. (5) All approved documents creating a Pprivate Aaccess Eeasement shall must provide for the installation, construction and maintenance thereof of all utilities and facilities which are now or may in the future be needed for the area abutting the road and the surrounding area. (6) Development on a lot or parcelproperty taking access over a railroad or limited access road right-of-way may require documentation that permanent or long term access over the railroad or limited access road meeting the requirements of this section has been granted. (7) Any easement approved as a private access easement shall must be an affirmative, perpetual easement appurtenant to the property that will be served by the easement, and contain at a minimum the names of the grantor and grantee, thea description of the land covered encumbered by the easement, a description of the lot(s) or parcelproperty(s) or properties to be served by the easement, a description statement of the intent or purpose of the easement and a statement ofallocating maintenance responsibility. All approved easements shall must be recorded. (8) The County may require that at the entrance to a Private Access Easement road a sign be constructed to County standards and posted at private expense stating the name of the private road and the words such as "Private Road, Not Dedicated for Public Use or Maintained by Lane County." (Revised by Ordinance No. 6-75, Effective 3.26.75; 9-76, 8.27.76; 10-80 7.11.80; 1-91, 6.14.91; 10-04, 6.4.04)

BUILDING SETBACK REQUIREMENTS 15.065 Purpose.

It is the purpose of this section subchapter to establish appropriate guiding setbacks lines to protect the vested interest of the public in the existing and proposed capacity of roads, including pedestrian ways, bikeways and public transit lanes; to . Setbacks promote public safety and welfare by providing for adequate vision clearance, fire protection and , light and air; and . The intent of the following requirements is to prevent or reduce deterioration of property values and promote conditions for desirable residential, commercial, industrial, institutional or public land uses. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04) 15.070 Building Setback Requirements for Local Access Roads, Public Roads,

County Roads, and State Roads or Highways.

(1) A lot or parcel of landProperty adjoining a road designated as a Local Access Road, Public Road, County Road or State Road or Highway shall must have a building setback line which conforms to the following minimum requirements: (a) Within all areas subject to the provisions of LC Chapter 16, the setback distance shall must be as specified in the applicable zoning district, unless a special building setback line has been established pursuant to LC 15.070(2) below or unless an additional building setback is specified in LC 15.083 below. (b) Within all areas subject to the provisions of LC Chapter 10, "Zoning," the setback line shall must be as designated by the applicable Zoning District and the


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Building Setback Line Chart in LC 15.095, unless a special building setback has been established pursuant to the requirements of LC 15.070(2) below, or unless an additional setback line has been established pursuant to the requirements of LC 15.083 below. (c) Setbacks shall beare measured at right angles to the centerline of the planned right-of-way of a straight road or as radials radii on a curved road to the nearest point of the front wall of the buildingstructure when the right-of-way is equally divided on both sides. Setbacks shall will be taken from the minimum right-of-way width specified as follows: (i) For County Roads as defined in LC 15.010(35), the minimum right-of-way width for development setback planned right-of-way purposes is shall be based upon the functional class of the road, as follows: (aa) Urban Principal Arterial - 100 feet; (bb) Urban Minor Arterial - 80 feet; (cc) Urban Major Collector - 70 feet; (dd) Urban Minor Collector - 60 feet; (ee) Rural Arterial or Collector - 80 feet; (ff) Urban Local - 60 feet, except that the right-of-way width may be reduced to a minimum of 45 feet for development setback purposes upon written approval of the County Engineer or designee; (gg) Rural Local Roads - 50 feet. (ii) For Public Roads and Local Access Roads as defined in LC 15.010(35), the minimum right-of-way width for development setback purposes shall be is 50 feet. (iii) For State Roads or Highways, the minimum right-of-way width for setback purposes is as specified in LC 15.075. (d) When a road has an existing right-of-way width greater than the minimum right-of-way specified in LC 15.070(1)(c), the building setback line shall will be measured from said existing right-of-way line rather than the minimum right of-way line. (e) When the right-of-way is inadequate on one or both sides, the setback will be is measured from the minimum planned right-of-way width. (fe) Setbacks lines for those areas requiring an additional setback pursuant to LC 15.083 below shall will beare measured as specified above in LC 15.070(1)(a) through (d) above, plus the distance specified in LC 15.083. (gf) Cornices, canopies, eaves and similar architectural features may be extended no more than two and one-half feet into the setback from beyond the front wall nearest to the right-of-way.a distance not exceeding two and one-half feet. (hg) Uncovered porches, platforms, landing places, stairways, and fire escapes may extend no more than three and one-half feet into the setback from beyond the front wall nearest to the right-of-waya distance not exceeding three and one-half feet, provided that the floor of such porch, platform or landing place shall have its flooris no higher than the entrance or first floor of the buildingstructure. A railing no higher than three feet may be placed around each landing place. (ih) Signs conforming to all other applicable standards and requirements may project into the setback area beyond the setback line. (ji) Visual screening including , but not limited to, fFences, walls, or hedges, and guard railings, or other similar landscaping or architectural devices, may be established within the setback area required by LC 15.070(1)(c)-(f) provided that they such screening does not exceed three and one-half feet in height and further provided they complyies with Visual Clear Zone requirements specified in LC 15.095(3) as referenced on Diagrams 15 and 16 in LC 15.701.


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(k) VVisual screening allowed by 15.070(1)(j) above may exceed three and one-half feet in height within the setback area, but not exceed six feet in height provided that itthe visual screening: (i) IIs Llocated on private property, outside of public right-of-way, , within the setback area required by LC 15.070(1)(a) or (b) and not within the setback area required by LC 15.070(1)(c) or LC 15.083-(f); may exceed three and one-half feet, but not exceed six feet, in height and; (ii) Must further complyCOtherwise complies with Visual Clear Zone Requirements of LC 15.095(3) and,;, (iii) Does not exceed six feet in height, and (iiiiv) DDoes not create a visual obstruction for the purpose of roadway safety, considering the presence of roadway curves, topography, and vegetation. To determine whether the proposed visual screening will cause a visual obstruction, a certification from an Oregon registered professional engineer must be provided prior to construction of the visual screen according to a Type I procedure pursuant to LC Chapter 14. (lkj) Wire fencing, such as that used for livestock, may be established in within the setback area, provided that the wire fencing: (i) Is notexcluding “cyclone” or chain-link type fencing, (ii) of up to 76 feet in height and which cOtherwise complies with Visual Clear Zone requirements specified in LC 15.095(3) may be established within the setback area., and (iii) Does not exceed seven feet in height. (mlk) In no case shall may any cornices, canopies, eaves and/or any othersimilar architectural features or , porches, platforms, landing places, stairways, fire escapes, fences, walls or , guard railings, and or signs extend into the right-of-way. (2) Special building setbacks lines may be established that are greater or lesser than would otherwise be required by the provisions of this chapter as follows: (a) A special building setback line may be established when it is incidental to a subdivision, partitioning, or other land use decision as defined in LC Chapter 14 processed through a Type II or III procedure pursuant to LC Chapter 14 and it is found to be necessary for proper development of the area or to achieve the purpose set forth in the Comprehensive Plan for Lane County. Any action to establish a special building setback line as part of a land use decision processed pursuant to the requirements of LC 14.050 shall be considered to constitute the required public notice and opportunity to appeal requirements of LC Chapter 14. (b) Special setbacks lines may be established when it is determined that a special setback line is deemed necessary along a road in order to either implement the Comprehensive Plan for Lane County, provide for special scenic or distinctive conditions, facilitate adequate right-of-way improvements or to promote the public interest and general welfare. Establishment of a special setback line, whichthat is not incidental to a partitioning or subdivision application of LC Chapter 13, or to another land use decision processed through a Type II or III procedure pursuant to as defined in LC Chapter 14, shall will be subject to the General Variance Provisions for this chapter. (Revised by Ordinance No. 6-75, Effective 3.26.75;10-80, 7.11.80; 10-04, 6.4.04) 15.075 State Road and Highway Setbacks.

The following minimum right-of-way widths shall will be used in calculating the setback distance for new development subject to the provisions of LC Chapter 10 and LC Chapter 16 adjacent to State Highways:


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Road Name Section Length (miles) Setback R/W Width (feet) Cloverdale Rd. Hendrick’s Rd. to Hwy. 99 3.51 80 Franklin Blvd./McVay Hwy. Hwy. 126 to 30th Ave. 2.19 80 Highway 36 Hwy. 99 to Territorial 5.52 80 Territorial to Hwy. 126W 45.97 70 Highway 58 I-5 to Jasper-Lowell Rd. 5.73 120 Jasper-Lowell Rd. to County line 56.34 100 Highway 99 East Hwy. 99W to County line 3.37 100 Highway 99 North Jessen Dr. to Junction City limits 8.67 120 Highway 99 South I-5 at Goshen to County line 20.51 80 Highway 99 West Junction City limits to County line 4.46 90 Highway 101 30.97 Lincoln County line to Sutton CrkLk. Rd. 80 Sutton CrkLk. Rd. to Canary Rd. 100 Canary Rd. to Douglas County line 80 Highway 126 W (Route F) Beltline Rd. to Florence City limits 54.20 100 Highway 242 Hwy. 126E at Belknap Springs To east County line 21.66 60 McKenzie Hwy. (Hwy 126 East) Hwy 99 to County line 76.14 100 Springfield-Creswell Hwy. City limits at 42nd St. to Hwy. 58 8.00 80 Territorial Rd./Hwy. County line to county line 42.08 80 Westfir Spur Hwy. 58 to Westfir-Oakridge Rd. 1.00 60 42nd St. South McKenzie Hwy. to Jasper Rd. [See Springfield-Creswell Hwy.] (Revised by Ordinance 10-04, Effective 6.4.04) 15.080 Building Setback Requirements From Interior Property Lines.

A lot or parcel of landProperties must shall have a building setback line from interior property lines which conforms to the following minimum requirements: (1) Within all areas subject to the provisions of LC Chapter 16, "Lane County Land Use and Development Code," the interior setback line shall must be as designated by the applicable Zoning District. (2) Within all areas subject to the provisions of LC Chapter 10, "Zoning," the interior setback line shall must be as designated by Zoning District and the Building Setback Line Chart, LC 15.095.


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(3) Where a utility easement is recorded adjacent to an interior property line, the building setback line shall in no placecannot be closer to the property line than the width of the easement regardless of the building setback line established by this section. (4) Cornices, canopies, eaves, and/or similar architectural features may be extended beyond the interior building setback line a distance not exceeding two feet. (5) Visual screening such as, but not limited to, fFences, walls or hedges not exceeding sevensix feet in height may be located or maintained within the required interior building setback area, except where Visual Clear Zone requirements specified in LC 15.095(3) apply, or where a greater or lesser height may be required in connection with an action on a Conditional Use Permit, Temporary Permit, Site Review Permit or Planned Unit Development application. Diagrams 15 and 16 in LC 15.710 illustrate the visual clear zones as they pertain to road intersections and fences. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-80, 7.11.80; 10-04, 6.4.045.5.04) 15.083 Additional Setback Requirements.

(1) Additional Setbacks as defined in LC 15.010(4) shall must beare measured as specified in LC 15.070(1)(e) above and shall be required to be as specified below for the following County Roads:

Applegate Trail (Hwy. 36 to Territorial Hwy.) +10’ Bailey Hill Rd. (City limits to Green Hill RdLorane Hwy.) +20’ Bernhardt Creek Rd.(Sweet Creek Rd. to End County maint.) +20’ Big Fall Creek Rd.(Jasper-Lowell Rd. to End County maint.) +20’ Blue River Dr. (McKenzie Hwy. to McKenzie Hwy.) +10’ Bolton Hill Rd. (City limitsTerritorial Hwy. to Crow-Vaughn Rd.) +10’ Brice Creek Rd. (Row River Rd. to Champion Creek Rd.) +10’ Briggs Hill Rd. (Territorial Hwy. to Spencer Creek Rd.) +20’ Camas Swale Rd. (Mile Ppost 2.2 to Hamm Rd.) +20’ Camp Creek Rd. (Marcola Rd. to McKenzie Hwy.) +20’ Canary Rd. (Mile Ppost 1.33 to Canary Rd. South) +20’ Canary Rd. South (Canary Rd. to Siltcoos Station Rd.) +10’ Clear Lake Rd. (Canary Rd. to Hwy. 101) +10’ Cottage Grove-Lorane Rd. (City limits to Old Lorane Rd.) +10’ Cottage Grove Reservoir Rd. (London Rd. to London Rd.) +10’ Crest Dr. (Lorane Hwy. to Blanton Rd.) +10’ Crow Rd. (Green Hill Rd. to Territorial RdHwy.) +20’ Crow-Vaughn Rd. (Route F to Bolton Hill Rd.) +20’ Crow-Vaughn Rd. (Bolton Hill Rd. to Territorial Hwy.) +10’ Deadwood Creek Rd. (Hwy. 36 to Brooks Rd.) +20’ Deerhorn Rd. (McKenzie Hwy. to Bridge St.) +20’ Dillard Rd. (Urban Growth Boundary to Hwy. 99) +20’ Fox Hollow Rd. (Urban Growth Boundary to So. Willamette St.) +20’ Garoutte Rd. (Mosby Creek Rd. to Shoreview Dr.) +10’ Gimple Hill Rd. (Bailey Hill Rd. to Pine Grove Rd.) +20’ Goodpasture Rd. (McKenzie Hwy. to End County maint.) +10’ Hamm Rd. (Territorial Hwy. to Camas Swale Rd.) +20’ Heceta Beach Rd. (Hwy. 101 to Rhododendron Dr.) +10’ High Prairie Rd. (East 1st St. to End County maint.) +10’ High Prairie West (Westfir-Oakridge Rd. to High Prairie Rd.) +10’ Hill Rd. (Old Mohawk Rd. to Marcola Rd.) +10’ Jasper Rd. (City limits at 42nd St to Parkway Rd.) +10’ Jasper-Lowell Rd. (Jasper Rd. to Pengra Rd.) +10’


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Jasper-Lowell Rd. (Unity Place Rd. to Hwy. 58) +10’ Knight Rd. (Route F to West Scheffler Rd.) +10’ Little Fall Creek Rd. (Jasper-Lowell Rd. to End County maint. +10’ Marcola Rd. (Camp Creek Rd. to County line) +10’ High Prairie WestMcFarland Rd. (Westfir-Oakridge Rd. to High Prairie Rd.) +10’ McKenzie View Dr. (Coburg Rd. to Hill Rd.) +20’ Munsel Lake Rd. (Hwy. 101 to North Fork Siuslaw Rd.) +10’ Petzold Rd. (Central Rd. to Crow Rd.) +10’ Pine Grove Rd. (Crow Rd. to Spencer Creek Rd.) +10’ Row River Rd. (Shoreview Dr. to Shoreview Dr.) +20’ Row River Rd. (Sharps Creek Rd. to Brice Creek Rd.) +10’ Shoreview DrRd. (Row River Rd. to Row River Rd.) +20’ Siltcoos Station Rd. (Canary Rd. South to County line) +20’ South Jetty Rd. (Hwy. 101 to End County maint.) +10’ Suttle Lake Rd. (Hwy. 101 to Hwy. 101) +10’ Sweet Lane (Hwy. 99 to End County maint.) +10’ Thompson Creek Rd. (Hwy. 36 to Indian Creek Rd.) +20’ Vaughn Rd. (Noti Loop Rd. to Bolton Hill Rd.) +20’ Vaughn Rd. (Bolton Hill Rd. to Territorial Hwy.) +10’ Wendling Rd. (Marcola Rd. to End County maint.) +10’

(2) An application for a waiver to the additional setback requirements listed in LC 15.083(1) may be requested from the Director. The Director may grant a waiver on road sections where existing soil conditions and topographic features will allow future road development within the applicable minimum right-of-way width specified in LC 15.702 through LC 15.706 for the road. If the request for a waiver is denied, an application for a Variance to setback requirements may be requested in accordance with LC 15.085 below and the General Variance Provisions in LC 15.900. (Revised by Ordinance No. 10-80, Effective 7.11.80; 10-04, 6.4.04) 15.085 Variance to Setback Requirements.

(1) An application for any Variance to the setback requirements of this section subchapter may be requested in accordance with the General Variance Provisions in LC 15.900. (2) When an application for a Variance relating to land within the right-of-way setback or additional setback of a Public Road, Local Access Road, or County Road as defined in LC 15.010(35) is, upon appeal, denied by the Planning Director or Hearings Official, the applicant may appeal the decision pursuant to the requirements of LC Chapter 14, and as part of the appeal process, request to the Board that the County purchase the land. If, in the opinion of the Board, the applicant is prevented from utilizing the land in a manner that is reasonable in light of the total ownership, the Board shallwillmay, upon written request, purchase or condemn the land. Upon the failure of the County to purchase the property or initiate condemnation proceedings within six months of such request, the subject land shall will be considered free of the requirements of this section affecting land within the planned right-of-way. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-80, 7.11.80; 10-04, 6.4.04)


15.090 Lane Code 15.095

January 11, 2018 15-23 LC15

15.090 Right to Require Removal of Structures.

If an owner of any land, without authority of a Variance allowed by this chapter builds, makes, moves, and/ or enlarges a structure or other improvement on land restricted against improvement by property in violation of a setback requirement under this Chapter: (1) Neither he or shethat owner nor any of that owner’shis or her successors in interest may recover damages for public taking or removal of the structure or other improvement as thus built, made, moved, and/or enlarged;, and (2) Upon exappropriation of the land for public purpose for which this chapter makes reservations, the Board may require the owner or the owner’s whoever owns the land at the time of the appropriation, or his or her successors in interest to the land, to remove or pay the cost of removing from the landproperty and fromany abutting land restricted by setback requirements the structures or improvements thus built, made, moved, and/or enlarged. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-80, 7.11.80; 10-04, 6.4.04) 15.095 Building Setback Line Chart.

(1) In addition to the Building Setback requirements in LC 15.065 through 15.090 above, the following setback requirements apply to lands governed by LC Chapter 10, Zoning.

Minimum Setback (Feet) From Road ROW From Specified in Interior District LC 15.070 Property Line

(Feet) (Side) (Rear) Important Agricultural Land (A-1) 20 15* 20* Exclusive Farm Use (EFU) 20 15* 20* Forest Management (FM) 20 -- -- Natural Resource (NR) 20 15* 20* Farm Forestry 20 (F-F 20) 20 15* 20* General Rural (GR 10) 20 15* 20* Agriculture, Grazing and Timber (AGT) 20 1510* 2010* Recreational Combining (/R) As per the District with which the /R is combined Interim Agriculture Combining (/IA) 20 15* 20* Public Reserve (PR) 25 10 10 Rural Residential (RR-5) (RR-2) (RR-1) 20 15* 20* Suburban Residential (RA) 15 5 5 Single Family Residential (R-1) 15 5 5 Garden Apartment Residential (RG) 15 10** 10** Residential Professional (RP) 15 10 10 Rural Commercial (CA) 20 10 10 Limited Commercial (C-1) 15 5 5 Neighborhood Commercial (C-2) 0 0 0 Commercial (C-3) 0 0 0 Tourist Commercial 20 10 10 Limited Industrial (M-1) 15 0 0 Light Industrial (M-2) 0 0 0 Heavy Industrial (M-3) 0 0 0 Special Heavy Industrial (M-4) 0 0 0


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Mobile Home Parks 25 5 5 Airport Operations (AO) 20 5 5 Airport Vicinity (AV) 20 5** 5** Sand, Gravel, Rock Products (SG) Distances variable depending on operations and

adjacent uses and zoning. Controlled Processing (CP) see LC Chapter 10, "Zoning" for requirements. Planned Unit Development (/PUD) Distances for Parent District shall will serve as guide

but may be varied-see LC Chapter 10 "Zoning" for requirements.

Unzoned Areas 20 5 5 * Exception: For any lot property of less than one acre within a recorded subdivision, the setback shall may be five feet. ** Zoning has specific exceptions. (2) Accessory Buildings. For lots and parcelsproperties subject to LC Chapter 10 Zoning requirements, the minimum setback distance for any residential accessory building shall must beis the same as that required for the main building, except that: (a) the minimum distance between the entrance to any garage or carport and the applicable minimum road right-of-way specified in LC 15.070(1)(c) for the road from which access is taken shall must beis 20 feet; and (b) in EFU, F-F 20, GR 10 and AGT districts, the minimum setback for an accessory building from an interior property line shall must be five feet. (3) Visual Clear Zone. All corner lots or parcelsproperties and driveway intersections shall must have a visual clear zone that is consistent with the Visual Clear Zone definition in LC 15.010. Diagram 15 in LC 15.710 illustrates the visual clear zone as it pertains to road intersections. (Revised by Ordinance No. 6-75, Effective 3.26.75; 3-76, 4.7.76; 10-80, 7.11.80; 10-04, 6.4.04)

DEDICATION AND IMPROVEMENT REQUIREMENTS 15.100 Purpose.

It is the purpose of this section to ensure that an appropriate portion of right-of-way and improvement costs are provided for by abutting properties without general public cost when the development of the abutting property, due to theThe purpose of this subchapter is to ensure that an abutting property owner is responsible to provide an appropriate portion of right-of-way and improvement costs when the development of that property, due to the development’s size or type of use, necessitates the need for additional expansion or construction of existing or planned transportation facilities. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.045.5.04) 15.105 Dedication and Improvement Requirements.

(1) When a land division or other land development is proposed, the County may determine that dedication of right of way, easements, or other improvements are required as a condition of an approval when related in nature and extent to the impact of the proposed division or development. Such dedications and improvements may include: (a) require dDedications of right-of-way or easements and improvements necessary to meet the applicable road design standards of LC 15.700 through LC 15.708 and other requirements of this chapter. Road dedication or improvements shall must be adequate to serve traffic generated by the new development.


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January 11, 2018 15-25 LC15

(2) (b) When a traffic impact analysis (TIA) is required pursuant to LC 15.697, the County may require Public Road or County Road dedications and improvements consistent with the County-approved traffic impact analysisTIA. (23) If required by the County-approved traffic impact analysis TIA pursuant to LC 15.697, requires changes or additions to County Road functional classifications, such changes or additions shall will be made pursuant to in accordance with the procedures specified in LC 15.035 through LC 15.040. (3) Land division or land development conditions of approval requiring dedication of right-of-way, easement, or other improvements may be subject to appeal under LC Chapter 14. (4) If dedications or improvements are required, the Director may determine that it is in the best interests of Lane County and in the furtherance of the public convenience and welfare that construction of the required improvements be deferred, and may accept in lieu of the required completion of improvements a performance improvement agreement pursuant to LM 15.850 through 15.865. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-80, 7.11.80; 10-04, 6.4.04) 15.110 Variance to Dedication and Improvement Requirements.

An application for any Variance to the requirements of this section subchapter may be requested in accordance with the General Variance Provisions in LC 15.900. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04)

FRONTAGE 15.115 Purpose.

It is the purpose of this subsection to ensure that all parcels, lots or building sitesproperties abutting a County Road, Public Road, Local Access Road, or a Private Access Easement (Private Road) have the road frontage necessary for safe, usable and convenient ingress and egress and which ingress or egressthat does not adversely affect the use of the lot or parcelproperty, the abutting road, and the surrounding area. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04) 15.120 Frontage Requirements.

(1) Any lots or parcels propertiesy abutting the right-of-way of a Public Road, Local Access Road, County Road, or a Private Access Easement (Private Road), as defined in LC 15.010 (35) shall must have continuous and usable abutment along said road of not less than 30 feet. However, except that a lawfully created lot or parcelproperty that existed on or before April 28, 2004 must have a continuous and usable abutment of not less thanwith a minimum of 20 feet usable abutment and that existed as of April 28, 2004 is allowable. (2) A lot or parcelPA propertiesy that meeting meets the requirements of LC 15.135(6) and areis served by an easement of less than 20 feet in width, shall bearewill be deemed to meet the frontage requirements of LC 15.120. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04) 15.125 Variances to Frontage Requirements. An application for any Variances to the requirements of this sections LC 15.115 through 15.120, may be requested in accordance with the General Variance Provisions in LC 15.900. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04)


15.130 Lane Code 15.135

January 11, 2018 15-26 LC15

ACCESS

15.130 Purpose.

The requirements of this subsectionchapter are intended to provide for reasonably safe and useable permanent access to all lawfully created properties while ensuring the safety and efficiency of all roads and the transportation system in Lane County. The need to travel to and from a lawfully established property, providing for safe ingress and egress of emergency and public service vehicles and delivery of necessary services is considered a basic requirement for development. All accesses must be created in accordance with acceptable construction and engineering practices and take into consideringation all transportation, services, maintenance, and utility and facility needs, including the installation and maintenance of sewer, water and storm drainage improvements. It is the purpose of this section to insure that all lawfully created lots and parcels have reasonably safe, convenient and usable access that is sufficient to insure the continued unhampered lawful use of the lots and parcels, the restricting of undue individual hardship and public cost, and the efficient provisions for transportation and other needed facilities, services, and utilities. It is considered that the necessity for being able to travel to and from a lawfully established use and providing for the delivery of necessary services is a basic requirement for development. County Roads, Public Roads, Local Access Roads, and Private Access Easements as defined in LC 15.010(35) are required to comply with certain minimum standards in order to insure that vehicular access needs of the lot or parcel are met, that there is adequate and safe access for police, fire and other public service vehicles, that there is adequate provision for the installation and maintenance of sewer, water and storm drainage improvements, and that such roads are constructed in accordance with acceptable construction and engineering practice. The requirements of this subsection are intended to provide for the permanent access needs and the orderly development of the lot or parcel, the surrounding area and the community. (Revised by Ordinance No. 6-75, Effective 3.26.75; 1-91, 6.14.91; 10-04, 6.4.04) 15.135 General Access Requirements.

(1) All lots, parcelsproperties, or building sites shall must have reasonably safe and usable vehicular access either directly to a Public Road, Local Access Road, County Road, State RoadHighway, or an approved Private Access Easement. (2) A lot or parcelPproperty shall beiswill be considered as havingto have legal access for the purposes of development when the lot or parcelitif the property: (a) was created in an approved and recorded land division; or (b) is part of an unrecorded subdivision filed with the County as a survey recorded prior to January 1, 1955, and the roads in the unrecorded subdivision were dedicated to the County but may not have been accepted as Public Roads as defined in LC 15.010(35); or (c) is adjacent to a Public Road, Local Access Road, or County Road, and meets the frontage requirements of LC 15.120; or (d) is served by a Private Access Easement meeting the requirements of LC 15.055; or (e) is adjacent to a sState rRoadHighway and meets any applicable state access and permit requirements. (3) A lot or parcelPproperty is shall bewill be considered as havingto have reasonably safe and usable vehicular access for purposes of development if the road providing access to the lot or parcelproperty is:


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(a) a County-maintained road or State-maintained road; or (b) a Public Road, Local Access Road, or Private Access Easement physically constructed and maintained to the requirements specified in this chapter; and (c) any applicable dedication and improvement requirements of this chapter are met; and. (d) When dedication, easement recordation, or improvements are required, compliance with the requirements of this chapter will be verified either: (i) at the time of final partition or subdivision, pursuant to LC Chapter 13; or (ii) if not fully inspected and accepted at the time of final partition or subdivision, prior to building permit through an Access Verification application that will be processed according to Type I procedure pursuant to LC Chapter 14. (4) Lots Properties in platted subdivisions shall must take access from the adjacent platted road unless a Variance to Access Requirements is approved pursuant to LC 15.140 the County Engineer determines that alternate access should be allowed. Such platted roads shall must be adequate to serve the proposed development and shall will must be: (a) constructed at private expense to the requirements specified in this chapter; and (b) located within the platted road right-of-way. A survey to determine the location of the right-of-way may be required at the discretion of the Director. (5) When an existing County Road is usedapproved to provide access to a vacant lot or parcelproperty where development is proposed: (a) the approach for the driveway or private access easement serving the property shall must meet the access management requirements and spacing and sizing requirements of LC 15.137 through LC 15.139 below; and (b) the County may require dedications of right-of-way or easements and improvements pursuant to LC 15.105; and (c) all work within the County Road right-of-way shall must comply with the facility permit requirements of LC 15.205 through LC 15.210. (6) When a lot or parcelthea property is the site ofhas an existing permitted building, the lot or parcelitthe property shall will be deemed to meet the access provisions of LC 15.135 through LC 15.139 only when: (a) the new building permit application is for the remodeling, alteration or replacement of an existing structure; or (b) the addition of an accessory building and where no additional dwelling units or guest houses are created; or (c) the addition of a new cell tower or collocation of telecommunications equipment to an existing facility on non-residential property; and (d) no new accesses or access alterations are proposed. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.045.5.04) 15.137 Access Management Requirements.

The following requirements shall apply when access is taken from a County Road as defined in LC 15.010(35): (1) Access decisions will be made in a manner consistent with the functional classification of the roadway. (2) Where a right of access from a propertylot or parcel to a County Road exists, access may be allowed at less than the designated spacing standards otherwise applicable to the property pursuant to LC 15.138 only if the property does not have reasonable alternative access and the designated spacing standards cannot be accomplishedmet. When


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January 11, 2018 15-28 LC15

sufficient frontage is unavailable to meet spacing standards, reasonable alternative access will be provided withsubject to the following restrictionslimitations: (a) If possible, jJoint access, where practicable should be considered; and (b) Not more than one access point will beis permitted;. (3) (c) For corner lotsproperties with frontage on two or more roads, access shall bewill be limited to the intersecting street with the lowest expected traffic volumelower functional classification as defined in LC 15.020(2). If traffic volumethe functional class is the same or undetermined for either road, access shall willmust be taken from the road with the lowestr expected traffic volume. The County Engineer canmay make specific exceptions when necessary to ensure safe and efficient travel. lower functional classification as defined in LC 15.020(2). (43) Where a right of access to a collector or arterial road exists, the maximum number of approaches to the road from land adjacent properties within one contiguousa single ownership shall beis one, irrespective of whether the land may be divided into two or more lots or parcelsproperties or whether property frontage and spacing standards of LC 15.138 would allow additional access points. More than one approach may be considered ifapproved , in the judgment of by the County Engineer when, in the Engineer’s judgment, or designee additional approaches are necessary to accommodate and service traffic to and from a property, and additional approaches will not interfere with driver expectancy and the safety of through traffic on the road. (54) Where the a right of access exists to a Local Road as defined in LC 15.010020(18)(e), more than one approach to the road from a lot or parcelproperty may be considered if, in the judgment ofapproved by the County Engineer or designee when, in the Engineer’s judgment, additional approaches are necessary to accommodate and service traffic to and from athe property, and additional approaches will not interfere with driver expectancy and the safety of traffic on the road. (65) Driveway and road approaches on County Roads shall must be located where theysuch approaches do not create undue interference or hazard to all authorized road users, including vehicular, bicycle, the free movement of highway and pedestrian traffic. Location of approaches on sharp curves, steep grades, areas of restricted sight distance, or at points that interfere with the placement and proper functioning of signs, lighting, guardrail, or other traffic control devices shall not be permitted are not permissible. (76) Driveway spacing on County Roads must comply with the spacing standards in LC 15.138. (8) and r Road approach spacing on County Roads shall must comply with the spacing standards in LC 15.138, subject to the following: (a) Within urban growth boundaries, block length and connectivity policies and standards specified in city transportation system plans and city development codes shall will apply; (b) Offset intersections with spacing less than the standards in LC 15.138 shouldmust be avoided, except when impracticable. A minimum offset of 150 feet is required for roads designed for speeds of 25 miles or more per hour; (c) For rural major collector roads new intersections should generallymust be minimized, unless impracticable; (d) For urban arterial roads, new intersections shall must include consideration for optimal traffic signal spacing (typically ¼ to ½ mile) and avoidance of queuing or other operational problems. (97) Decisions regarding placement, location, relocation, and spacing of traffic control devices, including but not limited to traffic signals, turn lanes, and medians, shall will be based upon accepted engineering practices as provided for in the Federal Highway


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January 11, 2018 15-29 LC15

Administration (FHWA) Manual On Uniform Traffic Control Devices (MUTCD), the Oregon Standard Drawings published by ODOT and the American Public Works Association (APWA), and A Policy on Geometric Design of Highways and Streets published by the American Association of State Highway and Transportation Officials (AASHTO). The versions of these publications cited in LM 15.450 shall be used. (108) New development shall must accommodate on-site traffic circulation needs on the site and not by circulating on and off the site through multiple access points using the County Road system. "Backing out" maneuvers are prohibited on all arterials and collectors. (119) New land divisions and property line adjustments shall must consolidate access to the greatest extent possible. New access onto arterials and collectors shall must be minimized. (12) Property line adjustments may not diminish the existing frontage availability to a roadway below the minimum frontage requirements of LC 15.120 and must conform to the spacing standards outlined in LC 15.138 to the greatest extent possible. (13) Accesses must be placed a minimum of 100 feet’ from existing railroad tracks. Any variance to this requirement must be permitted by the railroad. (Revised by Ordinance 10-04, Effective 5.5.04) 15.138 Road and Driveway Approach Spacing Standards.

Requirements in this section apply to new driveway and road approach intersections with a County Road. When access is needed to a lot or parcelproperty, if the legal status of a lot or parcelproperty has not been determined, Tthe spacing standards in this section apply to all adjacent properties within a single ownership. contiguous land in one ownership. (1) Outside urban growth boundaries, Table 2 below shall will be used in determining spacing between existing and proposed approaches onto County Roads. (2) Within urban growth boundaries, the spacing standard for County Roads will be pursuant to the applicable city standards.City spacing standards will apply to County Roads. (3) Where sufficient frontage is unavailable to meet spacing standards, reasonable alternative access will be permitted as specified in LC 15.137, consistent with other applicable requirements. (4) Driveway and approach Sspacing standards shall beareis measured from center-line to center-line of driveways and approaches located on the same side of the road, of a road or driveway approach at the point of intersection of the road or driveway approach atwith the County road edge.with the County Road Right-of-Way as defined in LC 15.010(34)(a). (5) Site plans for new development shall must show the location and width of access serving the property at the intersection of the property and road right-of-way, including all driveway and road approaches to be retained, relocated, added, or closed on the subject property, and on adjacent properties as necessary to assure conformance with spacing standards. Dimensions shall must be shown to scale and labeled on the site plan. The spacing standards may be reduced when in the judgment of the County Engineer, a reasonable alternate location provides for improved roadway safety.

Table 7.42: Minimum Public Roadway Intersection and Private Access Spacing

Standards

Posted Speed or Travel Speed*

Principal Arterial (ODOT)

Minor Arterial

Major Collector

Minor Collector

Local Roadway


15 Lane Code 15.139

January 11, 2018 15-30 LC15

> 55 See Oregon Highway

Plan

475 feet 475 feet 325 feet 100 feet 50 475 feet 475 feet 325 feet 100 feet

40 & 45 400 feet 400 feet 325 feet 100 feet 30 & 35 275 feet 275 feet 220 feet 100 feet

< 25 200 feet 200 feet 150 feet 100 feet

*If a road does not have a posted speed, County staff shall will determine the travel speed. An applicant for access may submit a speed study completed by a Professional Engineer licensed in the State of Oregon an Oregon certified engineer or other professional with appropriate expertise, to be considered and approved by the County, if there is disagreementthe applicant disagrees with the County’s speed determination. (Revised by Ordinance 10-04, Effective 6.4.04; 17-06, 1.11.18) 15.139 Standards for Culverts and Private Approaches on County Roads.

The following standards apply to private access easement road approaches and driveway approaches within County Road rights-of-way. (1) The minimum and maximum approach and culvert sizing requirements are as follows: (a) The minimum approach width at the intersection of the approach with the County Road Right-of-Way as defined in LC 15.010(34)(a) shall beis 16 feet for Rural Arterials and Collectors; and (b) 12 feet for Rural Local Roads. (c) 20 feet minimum for access to two or more properties or whenever ingress and egress is intended for multiple users. A guest house does not qualify as shared access. (dc) The maximum approach width shall is be 30 feet for residential use and 35 feet for other uses. (ed) The minimum radius shall beis 10 feet. (fe) Minimum Side-slopes shall must be no steeper than 3H:1V for Local Roads and no steeper than 4H:1V for any new construction or reconstruction requiring a new culvert on Arterials and Collectors. Sloped end culverts are required on aprons with 4H:1V slopes. (gf) Approaches shall must be constructed with either asphalt concrete or portland cement concrete unless connecting to a gravel public road. Construction of a concrete approach will requires that the County conduct an inspection of the concrete forms inspection prior to pourplacement of the concrete approach. The approach surface may be Portland cement concrete with prior approval and installation according to County specifications. (hg) Culverts shall must be a minimum of 12 inches inside diameter and: (i) a minimum of 32 feet in length for Arterials and Collectors; and (ii) a minimum of 28 feet in length for Local Roads. (iii) A larger pipe diameter size may beis required when necessary to provide adequate conveyance capacity for a 10-year design storm event. A longer pipe length maywill be required if a wider driveway apron is approved or terrain or ditch depth dictates. (2) Sloped end culverts shall beare required if the road facility in the area has been upgraded to include sloped end culverts and as required in 15.139(1)(f). Side slopes shall must match side slopes of the road.


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(3) Additional The County may specificationsy shall may be additional requiredments as necessary for the purpose of enhancing safety, traffic flow, and road maintenance, and to minimize surface flow of water and debris onto the Public Roadway, such as in the case of uphill approaches. (4) Approaches must be designed and constructed to placewith the approach, including radius, to remain entirely within the frontage of the private property boundary unless, except when such an necessary for safe ingress and egress. (Revised by Ordinance 10-04, Effective 6.4.04) 15.140 Variance to Access Requirements. An application for a Variance to the requirements of this section subchapter may be requested in accordance with the General Variance Provisions in LC 15.900, except that the following additional requirements shall apply: (1) In addition to the criteria in LC 15.900(2), the Variance application may be considered for approval if it is deemed necessary because of the unusual uses, title limitations, location, or date or means of creation of the lots or parcels properties or because of the limitations imposed by the arrangement of contiguous or adjacent lots or parcels properties; (2) Any Variance to the access requirements of this section shall beare necessary to correct or improve an existing situation and is not intended as a means to create new roads or sites to which the orderly provisions of subdivision or partitioning would apply; (3) The lot or parcelproperty for which a Variance is sought shall must be lawfully created; and (4) If a Variance to the access requirements requires that a private access easement be created and/or approved as a part of any conditional approval, the minimum requirements for private access easements specified in LC 15.055 shall will be complied with as deemed necessary to einsure that any approved access will reasonably conform with to the stated purposes of this section. (Revised by Ordinance No. 6-75, Effective 3.26.75; 10-04, 6.4.04)

ROAD AND RIGHT-OF-WAY REGULATIONS

15.200 Use of Public Roads, Local Access Roads and County Roads. The Director is delegated the authority granted the Board by stateOregon statute to regulate the use of Public and County Roads as defined in LC 15.010. Permits are required for certain activities to ensure the safety and convenience of the travelling public and to effectively and efficiently manage and maintain the public investment in the road system. Enforcement action regarding unpermitted and/or prohibited road and right-of-way activities are outlined in this section.In furtherance of the purpose of this chapter, to ensure the safety and convenience of the traveling public and to effectively and efficiently manage and maintain the public investment in the road system, the Director is delegated authority granted the Board by state statute to regulate the use of Public Roads and County Roads as defined in LC 15.010(35) and to require permits for certain activities. (Revised by Ordinance No. 20-82, Effective 9.3.82; 10-04, 6.4.04) 15.205 Facility Permits.

All persons performing work or placing temporary or permanent facilities within a County Road right-of-way must apply for and receive a facility permit prior to commencement of any activity described in this section.


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(1) Activities Requiring a Facility Permit. Placement of facilities, and development within the right-of-way of a County Road as defined in LC 15.010(35), and alteration of such facilities and development, shall and other activities that may create hazards within the right-of-way will be authorized only through facility permits issued by the Director in accordance with ORS 374.305 through 374.340. Facilities and development Such activities includes, but areis not limited to, : (a) Rroad improvements, sidewalks, new or reconstructed driveway or road approach intersections, utility placements, excavation, clearing, grading, fill, culvert placement or replacement, stormwater facilities, or any other facility, thing or appurtenance. and; (b) Other activities in or near the right-of-way that present a hazard within the right-of-way, such as the felling of trees when the horizontal distance of the tree from the right-of-way is less than the height of the tree, and blasting, demolition, or excavation located adjacent to or uphill from right-of-way in such a way as to present a possibility of debris falling into the right-of-way. (2) Prohibited Activities. Landscaping and trees, landscape timbers, rocks, irrigation facilities, walls, gates, fencing, non-standard mailbox supports, stairways, and any other fixed object or barrier that has the potential of hindering the normal operation, maintenance, or use of a Public Road or County Road shall generally be prohibited and The activities outlineddescribed in LC 15.215 are not permissible and are subject to the Failure to Comply and Enforcement Provisions of LC 15.210(11) and LC 15.950 through LC 15.955. (3) New Development Requiring a Facility Permit. A facility permit is required for access serving new development, as specified in LC 15.205(3)(a) through (c) below, when requiring intersection withdirectly intersecting a County Road as defined in LC 15.010(35), to ensure road and driveway approaches, culverts, and other facilities and development as specified in LC 15.205(1) above within the right-of-way of a County Road are constructed in a manner consistent with the purpose of this chapter: (a) a new structure on a vacant parcel; (b) a dwelling, including a manufactured dwelling; (c) if specified as a condition of approval in a land division or other land use decision. (4) Development Exempt From Facility Permit Requirements. Notwith-standing the provisions of LC 15.205(3), the following new development and uses are specifically exempt from facility permit requirements for access, provided the new development or use does not involve construction of a new driveway or road approach on a County Road, alteration to the existing driveway or road approach on a County Road, or otherwise involve placement of facilities or development within a County Road right-of-way: (a) Temporary medical hardship homes; (b) Replacement dwellings.; and (c) The addition of a new cell tower or co-llocation of telecommunications equipment atto an existing facility on private property zoned non-residential. (5) Special Transportation Permits. Movement of loads upon Public Roads or County Roads in excess of legal limits established by State law and in excess of road and bridge tolerances as posted by the Department shall be only as authorized on permit of the Director in accordance with ORS 818.200 through 818.270 and any other applicable laws, rules and regulations. (6) Nonmotorized Vehicles. Bicycling on Delta Highway shall be only as authorized on permit of the Director in accordance with LC 5.400.


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(75) Other Permits. The Director is authorized to issue facility permits for such other activities or installations within public rights-of-way as may be granted the Board by applicable laws, rules and regulations. This includes, but is not limited to the following: (a) Stormwater drainage & weepholes, sidewalk repair,Loading logs along County Roads, installation of stock guards or fencing along or within public rights-of-way , and such special activities events as bike races, parades, event banners and decorations, or similar activities that require special conditions for use of the Public Roads or rights-of-way. (b) Donations of amenities for use within a County Road. Whenever a person wishes to donate to the County a public amenity for use within a County Road right-of-way, in addition to the criteria set forth in LC 15.210(2), the amenity shallmust: (i) serve a public purpose or provide a public benefit; (ii) be located so as not to be an obstruction to a vehicle running off the road; (iii) not be designed or colored so as to distract vehicle operators; (iv) if the object is to convey information, that the area used therefore shall be no larger than six inches by twelve inches, and shall otherwise comply with all applicable provisions of the sign code; (v) include the agreement of the donor to maintain the amenity for a period of no fewernot less than 5 years. (68) Access Management. Activities requiring a facility permit shall beare subject to applicable aAccess requirements and spacing standards of LC 15.135 through 15.139 as part of the facility permit approval process. (Revised by Ordinance No. 20-82, Effective 9.3.82; 10-04, 6.4.04) 15.207 Special Transportation Permits. Movement of loads upon Public Roads or County Roads in excess of legal limits established by State law or in excess of road and bridge tolerances as posted by the Department are only as authorized on permit of the Director in accordance with ORS 818.200 through 818.270 and any other applicable laws, rules and regulations. 15.210 Permit Procedure.

The following rules and regulations are adopted with regard to permits specified in LC 15.205 above: (1) Application. Application for permits shall must be made on forms provided by the Department. The applicant shallPermit Holder must certify that all information supplied on the application is correct and shall agrees to abide by all applicable Federal, State, and County laws, rules, and regulations with regard to performance under the permit. (2) Approval Criteria. Facility permit applications shall will be reviewed to ensure the use or activity will maintain the road in a safe condition and to ensure protection of the public investment in the County Road system. Applications for road and driveway approach facility permits shall will also be reviewed for consistency with LC 15.135 through 15.139. The Director, in approving any application, may attach special terms and conditions to promote these objectives. Applications for activities or uses that, in the Director’s judgment, may are deemed to jeopardize public safety or cause unnecessary damage to the road system shall will be denied. (3) Fees. Fees as allowed by law or as established by the Board may be collected by the Director, in connection with the issuance of permits. (4) Performance and Indemnity Requirements.


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(a) The holders of permitsPermit Holders shall beare liable for damage or injury to persons or property, including roads and structures, resulting from work done or privileges granted under any permit. (b) Before a permit shall beis issued, applicants forPermit Holders of special transportation or other permits may be required to provide proof of adequate public liability or property damage insurance and proof of insurance or bond indemnifying Lane County, its divisions, commissioners, officers, agents, and employees, against liability in the event of any injury or damage occurring by reason of the permittee's Permit Holder's operations on a roadunder the permit. Applicants Permit Holders for of facility permits may be required to show proof of such insurance. (c) Applicants Permit Holders for permits to load logs performing logging operations along County Roads may be required to post a performance bond in an amount determined by the Director, and may be required to provide proof of adequate public liability and property damage insurance. (d) Applicants Permit Holders for private access easement crossings may be required to furnish a bond or insurance indemnifying Lane County from any damage to County Roads or structures that may be caused by use of the crossing. (e) A Facility permit must be issued and submitted to the Land Management Division before authorization can be provided for new development as specified in LC 15.205(3). The issued facility permit must include an approved site plan that matches the final site plan submitted to the Land Management Division.When a facility permit is required as specified in LC 15.205(3), land use and zoning authorization for the development on a construction permit shall not be provided until a facility permit for access associated with the development has been issued. For purposes of this subsection, in addition to a copy of the issued facility permit, documentation of facility permit issuance shall consist of a site plan meeting the requirements of the Department and approved as to the access location and width by the Engineering Division, Right-of-Way Management Permits Section. (f) In all cases, performance bonds and insurance shall must be at least in the minimum amount designated by the Director. (g) The holders of all permitsPermit Holders shall will conduct any work or privilege granted by permit at their own sole risk and shall must indemnify, save harmless and defend Lane County, its divisions, commissioners, officers, agents, and employees, from all claims, suits, actions and damages arising out of or resulting from the work or privileges granted by permit. and sSuch indemnity shall not beis not limited by reason of the enumeration of any insurance coverage that may be required. (h) Permit Holders’ Due Diligence. Issuance of a Lane County Facility Permit does not confirm or imply that the Permit Holdertee has met all Federal, State or Local requirements. Each Permittee Holder must shall exercise perform their due diligence and insure compliance withfor such requirements as, items including, but not limited to, the following: (i) Land Use requirements under Lane County Land Management Division (LMD). (ii) The Federal Endangered Species Act (ESA). (iii) The State Historic Preservation Office (SHPO). (iv) General construction standards or the Oregon Department of Transportation (ODOT) Standard Specifications for construction. (v) Public Utility Commission (PUC) requirements. (vi) The Oregon Utility Notification Center (OUNC) provisions and the Oregon Revised Statutes (ORS).


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(vii) Traffic control requirements in accordance with the Manual on Uniform Traffic Control Devices (MUTCD), ODOT and Lane County. (5) Safety Requirements. Holders of permitsPermit Holders must exercise diligence and care to ensure safety toof the public and protection of the road system. Safety precautions must shall also include such stipulations actions reasonably relatednecessary to comply with such safety requirements, as may be made by the Director, in issuing the permit, and such other safety measures as may be required by law. Should it be necessary to interrupt or redirect traffic, procedures designated by the Manual on Uniform Traffic Control Devices publication cited in LM 15.450 shall will apply. During construction performed in connection with facility permits, roads shall must be kept free of debris. Flaggers, barricades, and other safety devicesmeasures shall must be employed as necessary to warn traffic of possible hazards. Lighted warning lights shall must be maintained where necessary between the hours of sunset and sunrise. (6) Construction. (a) Facilities shall must be constructed in conformance with: (i) applicable Road Design Standards and requirements of LC 15.700 through LC 15.710; (ii) applicable Access Management requirements of LC 15.130 through 15.139; and (iii) applicable traffic impact analysis requirements pursuant to LC 15.697. (b) The Permit Holder permittee shall must notify the Director prior to the removal of any survey monuments, and shall beis responsible for the cost of replacing any survey monuments moved or destroyed while working in public rights-of-way. (c) The entire cost of construction, including special conditions and safety requirements, shall beis solely borne by the permitteePermit Holder. (d) Upon completion of the work, the road and right-of-way shall must be restored to its original condition at the expense of the pPermittee Holder. (7) Inspection. Performance under any permit issued by the Director is subject to inspection and approval by the Director. Required security will not be released until such approval has been granted. The Director is granted authority by the Board to act as its agent pursuant to ORS 374.305 through 374.340 with regard to correction of deficient or unauthorized installations. (8) Maintenance. Holders of facility permits Permit Holders shall beare responsible for maintenance of facilities at their own expense. Maintenance includes, but is not limited to, the removal of all vegetation or growth within a 3 foot perimeter of the permitted facility. The expense of relocation or alteration of road approaches in connection with a road improvement project shall will be borne by the Department, except when such alteration is made in connection with assessable improvements in urban areas. Facilities shall must be kept in a good state of repair at all times. The Director is delegated the statutory authority of the Board with regard to maintenance requirements, alteration, or removal of facilities within the rights-of-way. (9) Permit Duration, Extensions, and Termination. Unless otherwise specified, construction and improvements required by a facility permit shall must be completed within one year from the date the facility permit was issued. (a) Permits may be extended when necessary to complete required construction and improvements, for intervals up to one year intervals for, to a maximum of three years from the date the facility permit was issued, provided: (i) the request for an extension is submitted in writing with the applicable fee prior to the permit expiration date, and


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(ii) a performance agreement is executed for the Ffacility Ppermit work. The performance agreement shall must be on a form prepared or approved by Lane County and meet the requirements of LM 15.850 through 15.865. (b) Permits may be terminated and a new Facility Permit may be required when: (i) the development or use associated with construction and improvements required by the facility permit is substantially changed or expanded. For purposes of this subsection, “substantially changed or expanded” shall meanmeans any of the following: (aa) a change of development or use from residential to non-residential use; (bb) a change of development or use from commercial to industrial use; (cc) an additional permanent dwelling unit; (dd) an increase in a commercial or industrial development or use that exceeds 25 percent of the area of the existing use, including all indoor and outdoor areas devoted to the use. (ii) the Ppermittee Holder is found to have obtained a permit through misrepresentation of the facts or when, in the judgment of the Director, terms of the permit are being violated or public safety is threatened. (10) Permittees Holders shall beare responsible for the cost of design, installation or construction of additional roadway improvements and traffic control devices, such as turn lanes, warning devices or traffic signals, at any time in the future when the traffic volumes generated by the use for which the access permit is authorized necessitate such installation in the interest of public safety. The need for and type of traffic control devices required shall will be determined by the Director based upon the Manual For Uniform Traffic Control Devices publication cited in LM 15.450. If required, the Permit Holder will be Responsibilityle of the permittee shall beis limited to for the cost of design and installation or construction only. (11) Failure to Comply. The Director is authorized has the authority to remove unauthorized facilities, vehicles, and vegetation from public rights-of-way, or to construct or restore rights-of-way due to unauthorized or prohibited activities, at the abutting property owner’s cost. (a) When an unpermitted facility, installation, or vehicle does not representing an immediate hazard, the Director may first attempt to contact the responsible property owner for removal of unauthorized such facilities or installations. Upon failure of the responsible property owner to comply with removal by a specified date, the Director may cause the unauthorized facility, installation, or vehicle to be removed with the cost billed to the responsible property owner. (b) In situations where restoration, reconstruction, repair or new construction is required, the Director may recover all costs incurred from the responsible property owner or impose administrative penalties as outlined in LC 5.017 through LC 5.040. (12) Deviations from Facility Permit Requirements. Deviations from the requirements in LC 15.205 through 15.210 may be sought pursuant to the provisions in LC 15.709, Deviations from Design Standards and Facility Permit Requirements. (Revised by Ordinance No. 20-82, Effective 9.3.82; 10-04, 6.4.045.5.04) 15.215 Road and Bridge Prohibited Activities and Restrictions.

The County has authority to apply corrective action to prohibited activities and restrictions on Public and County Roads as follows;


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(1) Prohibited Activities include any activity that has the potential of hindering the normal operation, maintenance, safety, or general use of a Public or County Road right-of-way. The following activities are generally prohibited and subject to the Failure to Comply and Enforcement Provisions of LC 15.210(11) and LC 15.950 through LC 15.955; (a) Fixed object placement including, but not limited to, landscape timbers, rocks, irrigation facilities, walls, gates, bollards, fencing, non-standard mailbox supports, roadside memorials, stairways, basketball hoops, signs, logs, and stumps. (b) Unapproved or unpermitted landscaping and trees. (c) The placement of any facility or utility line within, attached to, or surrounding any culvert, guardrail, or other facilitiesy maintained by the County. (d) Mud, sediment, or any type of debris in the road or right-of-way flowing or deposited from private property either through erosion, or excavation, or drawn out on vehicle tires. (e) Any activity or occurrence on private property that can cause damage to a road or create conditions in the road right-of-way that might be hazardous or damaging to othersthe public, such as,including but not limited to, blocking or altering a drainageway, diverting water from private property, or hazardous trees. (f) Vehicle ingress and egress to properties at unpermitted locations. (g) Trash receptacles left in the right-of-way more than one day after the scheduled pick-up date. (h) Vehicles parked partially in the lane of travel, on a sidewalk, or in violation of ORS 819.120. (i) Abandoned vehicles, or vehicles parked in the same location for an extended period of time that prevents routine maintenance such as sweeping, including. Any abandonedany vehicle in violation of ORS 819.110. (j) Camping within the public road right-of-way. (k) Unauthorized speed bumps or humps. (2) The Director is delegated authority by the Board to impose temporary weight restrictions on roads or bridges pursuant to ORS 810.030, under emergency conditions. In the event of threat to public safety or extensive damage to Public Roads or bridges, the Director may post those such facilities with such restrictions as are authorized under ORS 810.030. Such action shall will be abated unless confirmed at the next public meeting of the Board with a duly executed Board Order. (Revised by Ordinance No. 20-82, Effective 9.3.82; 10-04, 6.4.04) 15.220 Temporary Road Closures.

The Director is authorized to temporarily close a road in the interest of public safety or prevention of extensive damage to County roads or bridges. (Revised by Ordinance No. 20-82, Effective 9.3.82; 10-04, 6.4.04) 15.225 Unopened Established County Rights-of-Way.

Rights-of-way legally established for County road purposes over which roads have not been constructed shall will not be opened for purposes of private access or land development at public expense. Construction of roads in these circumstances shall beare as specifiedmay be allowed by facility permit and through the land development process, if applicable, at the expense of the applicantDeveloper. (Revised by Ordinance No. 20-82, Effective 9.3.82; 10-04, 6.4.04) 15.230 Lengths of Vehicles, Combinations of Vehicles, and Weight Limits.

(1) Lengths and Combinations of Vehicles. Certain types and combinations of vehicles may be operated without special length permits upon Lane County roads, except


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those roads or segments of roads assigned limitations in accordance with ORS 810.030, when the overall length of the vehicles, combination of vehicles, or loads do not exceed that asthose established in Table 3, below. In combinations featuring more than one trailer or semi-trailer, the shortest trailer shall must be positioned to the rear of the combination.

Table 3: Maximum Vehicle Length

Vehicle or Combination of Vehicles Maximum Length in Feet Trailer Overall

Truck and trailer combination (neither the truck nor the trailer may exceed 40’ in length)

40’ 75’

Truck-tractor semi-trailer combination 45’ 75’ Truck-tractor, semi-trailer, and trailer (Doubles combination)* *In no instance shall can the distance from the

front of the semi trailer to the rear of the second semi trailer exceed 68’

40’ 75’

Log truck and pole trailer (stinger steered)* *Stinger-steered: the coupling device is

located back of the tread of the tires of the last axle of the towing vehicle

N/A 75’

(2) Weight Limits. Load limits shall beare regulated according to the requirements of ORS 818.010. (Revised by Ordinance No. 73-82, Effective 10.29.82; 10-04, 6.4.04)

RURAL ADDRESSING/ROAD NAMING 15.305 Purpose.

The purpose of this subchapter is to provide for road naming and a uniform addressing system that will allow for systematic expansion as well as providing the necessary information to public safety agencies to locate structures by site address along the County's road network. (Revised by Ordinance No. 13-84, Effective 11.9.84; 10-04, 6.4.04) 15.310 Authority for Enactment.

This subchapter is enacted pursuant to the authority vested in the County by its Charter and ORS Chapter 215. (Revised by Ordinance No. 13-84, Effective 11.9.84; 10-04, 6.4.04) 15.312 Road Naming.

The naming or renaming of roads in Lane County shall will be accomplished as set forth by order of the Board pursuant to LM 15.005 through 15.035. (Revised by Ordinance No. 10-04, Effective 6.4.04) 15.315 Assignment of Address.

Addresses shall will be valid only if assigned by the Department. Structures shall will be assigned an address for any lot or parcelproperty adjacent to a road as part of new construction/placement permit issuance procedures and in other cases, subject to the following: (1) A new address shall will be assigned only for: (a) A new structure on a vacant lot or parcelproperty, provided the structure and the lot or parcelproperty are lawfully established; and


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(b) New, lawfully established structures on a lot or parcelproperty where an address already exists, provided the new structure cannot be served by the same driveway due to topographical or other physical characteristics of the property. (c) Other circumstances if, upon review by the Department, the address assignment will be consistent with other provisions of Lane Code. (2) For new addresses assigned to lawfully established structures that are not dwellings or manufactured dwellings, the address shall will not be used to establish residency. (3) Manufactured dwellings within manufactured dwelling parks and multi-unit structures shall will be issued one address number with separate unit numbers within the manufactured dwelling park’s address. (4) Businesses operated in conjunction with a residential addressHome occupations shall will not be assigned an separate address unless the structure otherwise qualifies for a new address pursuant to LC 15.315(1) above. (5) A new temporary medical hardship dwelling shall will not be assigned an address unless the structure qualifies for a new address pursuant to LC 15.315(1)(b). An address assigned for a temporary medical hardship dwelling shall is no longer be valid when the hardship ceases. (6) No address shall will be assigned unless a site plan meeting the requirements and guidelines of the Department is submitted and approved, and the site plan includes the accurate location of the driveway, any access easements, the proposed structure(s), and property lines. (7) If access to a structure requiring an address is taken in whole or in part via a Private Access Easement as defined in LC 15.010(35) an address shall will be assigned only upon compliance with the requirements in LC 15.305 through 15.335 and only upon documentation of a recorded access easement meeting the requirements of this chapter. The location of the private access easement shall must be accurately shown on the site plan as specified in LC 15.315(6). (Revised by Ordinance No. 13-84 ,Effective 11.9.84; 10-04, 6.4.04) 15.320 Correction or Removal of Address.

Address corrections or removals may be initiated at the request of the property owner, the owner’sor authorized agent, or the Department, when it is demonstrated that;

(1) The address is incorrect addresses, and jeopardizes the safety of the dwelling(s) affected. Occupants or residents,;

(2) The Sstructure assigned the address has been removed;, (3) The address was improperly assigned;, or (1)(4) A code compliance violation relating to the address exists. (Revised by

Ordinance No. 13-84, Effective 11.9.84) 15.325 Exceptions.

The County may choose not to assign addresses in certain areas adjacent to any municipality where the municipality has extended its numbering system beyond its incorporated limits. (Revised by Ordinance No. 13-84, Effective 11.9.84) 15.330 Responsibility.

The Department shall beis charged with the responsibility of notifying affected agencies of assigned addresses. (Revised by Ordinance No. 13-84, Effective 11.9.84)


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15.335 Fees.

All applications and requests for address assignment shall must be accompanied by the fee amount established by separate order of the Board. (Revised by Ordinance No. 13-84, Effective 11.9.84)

ROADSIDE INTEGRATEDION VEGETATION MANAGEMENT POLICY

15.500 Purpose.

(1) Lane County promotes roadside vegetation management practices that emphasize environmental protection and the, promote health and safety of the public and County employees, in order to support vibrant communities and preserve infrastructure. Lane County shall will serve as a positive model for environmental stewardship. (2) The County shall will use non-herbicidal control methods, including prevention, as its preferred tools for roadside vegetation management. Permitted herbicides may be used when other methods/ or options have been ineffective. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16) 15.501 Environment.

(1) The listing of Willamette River Steelhead and Chinook salmon under the Endangered Species Act has heightened awareness of the impact that common practices have on the environment. Studies documenting the presence of herbicides in area streams and effects of herbicides on salmon point to the need for public agencies to serve as models of environmental stewardship in landscape management.

(2) Impacts to other species, including pollinators and amphibians should be considered in maintenance activities.

15.502 Data Collection and Analysis.

(1) Noxious and Invasive species management will be supported by inventories and roadside monitoring on a three year cycle. County inventories will be made available to the public.

(2) Collaborative efforts will be sought where possible to share information and resources from other agencies, public members and partners.

(3) Maintenance methods and tools will be selected based upon findings of results and prioritization within a defined decision matrix as part of the Management Prescription Plan. 15.505 Definitions.

As used in this chapter, the following terms have the following meanings: Emergency means any public health, economic or other event deemed an emergency by County, State, or Federal declaration. Herbicide means any substance or mixture of substances intended for preventing, destroying, repelling or mitigating any plant from growing where unwanted. Management Prescription Plan means the document entitled “Rights-of-Way” Management Prescription Plan & Action Thresholds 2006 maintained by the Department of Public Works. Permitted Product means an herbicide listed on the Permitted Product list identified in LC 15.510(6). Threshold means the point at which maintenance is required to ensure set standards are maintained. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16)


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15.510 Roadside Vegetation Management Plan.

Lane County’s primary roadside vegetation control methods will be data driven. Preferred options will be based on efficacy and promotion of public and environmental health and safety. Mechanical and manual methods will continue to be the primary tools within the program. (1) Prevention Techniques. Vegetation prevention techniques encourage the desired plants, animals, and other organisms and discourage unwanted ones. Prevention techniques and least-toxic pest controls include: (a) Maintaining a monitoring program sufficient to enable a data driven process promoting effective and timely vegetation management practices. (b) Increasing vegetation tolerance thresholds, while maintaining current roadside safety and infrastructure standards. (2) Mechanical, Manual, and Other Alternative Vegetation Control Methods to that evaluate and address existing vegetation problems or problems that may develop on county roadsides in spite of prevention techniques, the Department of Public Works shall will follow the approach outlined below: (a) Monitor roadside vegetation growth to determine if thresholds have been exceeded and/or whether control is needed. (b) Use physical, mechanical, and other alternative methods to control vegetation to prevent impairments or damages to roadways. (3) Use of Herbicide Products. (a) County staff may use only those herbicides listed on the Permitted Product List or as otherwise authorized by the Board of Health under this section 15.510(3). (ab) County staff shall submit to the The Board of Health for consideration and will adoption by resolution a Permitted Products list for use of herbicides by the Department of Public Works for roadside management. County staff, on behalf of Tthe Board of Health, shall will solicit review and comment from staff and the Public Health Administrator who will work with the Public Health Advisory Committee. (b) The Board of Health may periodically review the Permitted Products list and after receiving public comment, add products to that list that meet the criteria in this chapter or delete products if new information becomes available indicating that the products do not meet those criteria. (c) The Board of Health may authorize the use of non-listed herbicides on county roadsides when the director of Public Works has determined that a condition or emergency exists where herbicides on the permitted list have been tried without satisfactory result pursuant to the following criteria. (d) Prior to the authorization, the Director of Public Works shall review in writing the following considerations with the Board of Health: (i) The nature of the problem and the reason to use the non-listed herbicide. (ii) Determinations made Information received after reviewing current information sources and databases to determine the most effective herbicide(s) with the least impact to human and environmental health pursuant to criteria in section 6 15.511(5) – Permitted Product List Criteria. (iii) Description of the specific non-listed herbicide, persistence in the environment (length of soil half-life), currently designated toxicity levels, and all known potential risks with regard to public health and safety, orand to the environment. (iv) Proposed date, target species, method of application, public notification, and specific steps that will be taken to minimize risks to human health and the environment.


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(v) An evaluation of all feasible alternatives including non-herbicidal control methods and no action alternatives. (vi) Any legal requirements that are applicable legal requirements. (d) The Board of Health may will approve or deny the use of non-listed herbicides when the use of Permitted Products has proven to be ineffective in particular applications, either on a one-time basis, or for a limited time to be specified by the Board of Health. 15.511 Application Methods and Buffers. (4) Application Methods and Buffers. (1) (a) Herbicide applications adjacent to waterways or bodies of water that occur within 100 feet must adhere to Management Prescription Plan guidelines in order to protect water quality, aquatic species, and associated habitats from potential impacts. (2) (b) Herbicide applications within 200 feet of known or identified school bus stops or within 500 feet of a school must will need to adhere to Management Prescription Plan guidelines in order to protect human health. (3) School Districts within Lane County will be provided with No Spray area information to provide to students and/or parents on an annual basis. All requested and identified school bus stops will be provided a 200 ft. buffer from herbicide applications. (4) (c) Other areas determined to present risk to children or the environment as determined by the Director of Public Works shall will be added to the guidelines within the Management Prescription Plan. The County's Department of Public Works staff shall will continue to review research regarding alternative vegetation control methods to evaluate their effectiveness and potential for use in County roadside vegetation management operations. (5) Environment. (a) The listing of Willamette River Steelhead and Chinook Salmon under the Endangered Species Act has heightened awareness of the impact that common practices have on the environment. Recent studies documenting the presence of herbicides in area streams and effects of herbicides on salmon point to the need for public agencies to serve as models of environmental stewardship in landscape management. (b) Impacts to other species, including pollinators and amphibians, should be considered in maintenance activities. (56) Permitted Product List Criteria. Permitted herbicide products must meet all of the following criteria (all active ingredients, known inerts, and other additives, should be identified so that they can be screened using this criteria): (a) Product contains none of the following substances: (i) A known, likely, or probable carcinogen; (ii) Reproductive toxicants; (iii) Known or probable endocrine disruptors; (iv) A substance acutely toxic to humans or labeled as DANGER or POISON; (v) Nervous system toxicants (ingredients that are cholinesterase inhibitors and/or are listed as neurotoxic; (vi) Substances harmful to pollinators and aquatic species, including fish, birds, invertebrates or domestic animals. (b) In addition, consideration shall will be given to the following: (i) Active ingredients have soil half-life of 30 days or less (exception for minerals). (ii) Active ingredient has extremely low or very low mobility in soils.


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(iii) Product is not found in US EPA Office of Pesticide Programs Registration Eligibility Decisions (REDs, IREDs, and TREDs) to exceed a level of concern for fish, aquatic insects, aquatic and semi-aquatic plants, or wildlife; and (iv) Active ingredients have not been detected in waters at a level harmful to aquatic life. (c) These criteria will be reviewed by the Public Health Advisory Committee annually. The findings and recommendations of the Committee on the products will be reported to the Board of Health and the Director or Health and Human Services Public Health Administrator. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16) 15.515 Training, Education, and Implementation.

(1) The Department of Public Works staff involved in roadside vegetation management shall must attend at least once a year available trainings in prevention and other vegetation management techniques outlined in this chapter if appropriate to their area of work. (2) The Director of Public Works shall County will designate a staff member to be responsible for the implementation of this chapter. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16) 15.517 Data Collection and Analysis. (1) Noxious and Invasive species management will be supported by inventories and roadside monitoring on a three year cycle. County inventories will be made available to the public. (2) Collaborative efforts will be south where possible to share information and resources from other agencies, public members, and partners. (3) Maintenance methods and tools will be selected based upon findings of results and prioritization within a defined decision matrix as part of the Management Prescription Plan. (Revised by Ordinance 16-07, Effective 10.27.16) 15.520 Public Notification.

The Department of Public Works shall will comply with the following notification procedures for all roadside herbicide applications: (1) Orange road signs 48 inches will be posted in both directions on both ends of all County roadways with proposed herbicide applications at least seven days prior to any application. Biodegradable signs will be posted following herbicide applications to inform residents of areas applied with herbicides.All signs will be left in place following any applications for a minimum of three days. All signs will have the words “HERBICIDE APPLICATION,” proposed dates of application and a phone number that the public can contact for further information. (2) Public notification of herbicide use along roadsides maintained by Lane County shall will be listed on Lane County’s website. (3) Direct application stump treatments will not be posted in advance of herbicide applications. Dye will be used in all stump treatments to identify treatments and bio-degradable signs will be posted at, or stapled to treated stumps to inform public of herbicide treatment. (43) During the herbicide application process, additional temporary roadwork signs shall will be placed around the work site. The signs will be at least two feet square and say “HERBICIDE APPLICATION AHEAD.” Herbicide application tanks will be labeled with the word “herbicide.” (54) The County will maintain an updated website of all pending and completed herbicide applications along county maintained roadsides. The public will be able to access


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information on the internet at least seven days prior to the proposed applications and for at least seven days post application. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16) 15.525 Record Keeping.

County staff shall will maintain publicly accessible information with records of herbicides used on county roadsides for a minimum of six years. In addition to complying with all record keeping requirements imposed by state and federal law, the information recorded must include the date and location of the application; the product name, active ingredients, additional known inert ingredient(s), other chemicals mixed with the product, and actual costs of application. These records must also include an EPA registration number; the target vegetation type, quantity and concentration of each herbicide product applied, the weather conditions including rain predictions, temperature, wind speed and direction, and the applicator’s name and operator license number. At the time of application any known problems with handling and storage, equipment cleaning, disposal, toxic waste, and off target drift, spills runoff or migration must also be included on the record. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16) 15.530 Annual Report (Reporting).

On a yearly basis, at a public meeting of the Board of Health, the Department of Public Works shall will present a report that includes: (1) The quantity and concentration of each herbicide product applied during the previous year, a list of any non-listed herbicides proposed for use in the coming year, and under what circumstances herbicide uses might occur, and the actual cost of application for the previous year; (2) Control methods that have replaced herbicide use in the previous year; (3) Control methods that have been proven ineffective; (4) What non-herbicide control methods the Department of Public Works intends to use in the plan year. County staff shall will post the report on the County website and make copies available to the public. (Revised by Ordinance No. 12-03, Effective 9.11.03; 16-07, 10.27.16)

LEVYING, COLLECTING AND ENFORCING SPECIAL ASSESSMENTS 15.600 Authority.

The following provisions relating to the application of a special assessment policy for public improvements are hereby adopted pursuant to the authority granted to Lane County by the Lane County Home Rule Charter. Except as expressly modified in this subchapter, the provisions of ORS Chapter 371 are applicable in Lane County. (Revised by Ordinance No. 11-73, Effective 9.28.73) 15.605 Purpose.

The requirements set forth herein are for the purpose of defining policies, conditions and procedures whereby specially benefited property owners shall will be assessed for the costs of road improvements. Remonstrance procedures included in Section 9 of the Lane County Home Rule Charter are not repeated herein, but apply in full. The procedures set forth in this subchapter shall constitute a determination by the Board, absent the express determination inconsistent with these procedures, of the extent to which the cost of road improvements in Lane County is to be defrayed by special assessments on property to be specially benefited. (Revised by Ordinance No. 11-73, Effective 9.28.73; 10-04, 6.4.04)


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15.610 Application.

The provisions herein apply to all County roads, Public Roads as defined in LC 15.010(35), and platted streets within the unincorporated areas of Lane County and under the jurisdiction of Lane County. These provisions shall also apply to the following County roads within the limits of incorporated cities: (1) Connecting roads maintained under the authority of ORS Chapter 373; (2) County roads subject to an intergovernmental agreement under the authority of ORS 373.260; (3) County roads within the limits of incorporated cities not covered by LC 15.610(1) and (2) above and for which the city involved has not requested surrender in accordance with ORS 373.270. (Revised by Ordinance No. 11-73, Effective 9.28.73; 7-82, 7.9.82; 10-04, 6.4.04) 15.620 Initiation of Improvements. Proceedings to construct a new road improvement or reconstruct an existing road may be initiated by: (1) Resolution of the Board when it is deemed necessary in order to provide for public safety and to promote the common welfare of the general public; (2) Petition signed by owners of not less than 60 percent of the separate ownerships abutting the proposed improvements, representing not less than 60 percent of the frontage of the land abutting the proposed improvements. The signature of an owner of property that has multiple ownership is valued will be calculated as a fraction of an owner signature for that property, in the same proportion as that owner’s interest in the property bears to the interest of all other owners of the same property. (Revised by Ordinance No. 11-73, Effective 9.28.73; 7-82, 7.9.82; 5-97, 5.16.97; 10-04, 6.4.045.5.04) 15.625 Procedures.

When a resolution has been adopted or a petition has been filed for the reconstruction of an existing road, the procedures outlinedestablished in ORS Chapter 371 pertaining to an engineer's report, notice to owners, filing of objections, etc., shall will be followed. (Revised by Ordinance No. 11-73, Effective 9.28.73) 15.630 Priority System. All proposed projects shall must be consistent with any road improvement priority system as may be adopted by Lanethe County. Any road proposed for reconstruction by petition, which, in the judgment of the Director, is in conflict with saidthe adopted priority system, may proceed according to the provisions of ORS Chapter 371, but with financial assistance only as separately determined by the Board. (Revised by Ordinance No. 11-73, Effective 9.28.73; 10-04, 6.4.045.5.04) 15.636 Assessments.

Improvement costs of new road improvements or for the reconstruction of existing roads shall will be assessed in the following manner: (1) By Petition. (a) Local Streets and Roads and Minor Collectors. For streets within urban growth boundaries, Tthe direct cost of the complete street improvements up to and including 36 feet in width, including curbs, gutters, and sidewalks within urban growth boundaries; and for roads in rural areas, the direct cost of road improvements up to and including 24 feet in width in the rural areas; shall will each be assessed to the abutting property on a cost per front foot basis.


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(b) Major Collectors, Minor Arterials and Principal Arterials. Only Tthe direct cost of constructing the curbs, gutters, driveway and private access easement approaches, and sidewalks will be assessed to the abutting property on a cost per front foot basis for new street and road improvements within urban growth boundaries, unincorporated rural communities and exception areas adjacent to urban growth boundaries as designated in an acknowledged comprehensive plan shall will be assessed to the abutting property on a cost per front foot basis. All other costs within thoese described areas, and all costs in the rural areas shall , will be paid by theLane County. If thean abutting property does not take access from the road being improved at the timewhen the improvement project is completed, whether by choiceaction of the owner or denial by Lanethe County, the assessment for curbs, gutters and sidewalks shall may be deferred. Abutting property taking indirect access from the road being improved over other abutting property shall is not be eligible for assessment deferral under this section. Any deferred assessment shall will be a lien against the abutting property which may be removed and access granted in the future, provided that a) theLane County (or the governmentother agency with jurisdiction over the road) finds that the new access does not pose a traffic congestion or safety problem, and b) the owner of the property pays to Lanethe County the full amount of the original deferred assessment, plus accrued interest. Interest shall beiswill be calculated from the date the original assessments on the project became due, at the rate established by the Board for those such assessments. TheLane County (or the governmentagency with jurisdiction over the road) may grant access without requiring payment of the deferred assessment and interest if twenty years hasve elapsed since the date the original deferred assessment was certified. Any assessment deferred under this section shall will be waived and the lien shall will be extinguished twenty years from the date of certification. Notwithstanding waiver of the deferred assessment and extinguishment of the lien, Lanethe County (or the governmentother agency with jurisdiction over the road) shall willmay control access as otherwise provided by law. (2) By Board Resolution. (a) Local Streets and Roads. The direct cost of constructing curbs, gutters, driveways, and sidewalks within urban growth boundaries, unincorporated rural communities and exception areas adjacent to urban growth boundaries as designated in an acknowledged comprehensive plan shall will be assessed to the abutting property on a cost per front foot basis. All other costs within those described areas and all costs in the rural areas shall will be paid by Lanethe County. (b) Minor Collectors, Major Collectors, Minor Arterials and Principal Arterials. The method of assessment will be the same as definedprovided in LC 15.636(1)(b) above. (c) Notwithstanding the provisions of 15.636 (2)(a) and (b), no Pproperty owners will be assessed for the direct cost of a sidewalk constructed on their property’s frontage for up to a maximumthe portion of the width of a sidewalk that exceeds six feet. The remaining balance of the cost of such a sidewalks constructed for a project shall will be paid by Lanethe County. (d) Each Pproperty owners will be assessed for the direct costs associated with approach construction on theirat property’s frontage. Such assessments will include the direct cCosts will be chargedcalculated from the portion of the approach from the back of the curb to the back of the sidewalk, up to a maximum distance of six feet back from the curb. The balance of approach costs shall will be paid by Lanethe County. (3) By Petition or Resolution-Bridges. When the Board determines that the public interest requires improvement to a bridges on a local access road, the direct cost of bridge improvement or replacement shall be assessed to the specially benefiting property owners on a uniform basis as determined by the Board.


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(4) For purposes of this sectionLC 15.636, Direct Cost shall means all costs including engineering and administrative costs associated with installation of improvements specified. (5) Deferrals. (a) Assessments may be deferred on large frontages as specified below when all of the following conditions apply: (i) The parcelproperty: (aa) is either zoned equivalent to low density residential or single family residential;, or is in another zone but (bb) in any zone other than those specified in LC 15.636(5)(a)(i)(aa) above, is either vacant, or is occupied solely by the owner and is the owner’s primary residence; and (bbcc) has more than 200 feet of street frontage, is capable of being divided into four or more lots, and is not part of a phased development.; (ii) The owner requests a deferral of the assessment; and (iii) A source of funds exists to finance the deferral so that costs to other property owners do not increase. (b) When a deferral is allowed under LC 15.636(5)(a) above: (i) Tthe property parcel shall will be assessed for a minimum frontage of 100 feet. The costs for the remaining frontage may be deferred, and. (ii) tThe deferred assessment shall will be a lien against the abutting property., and (iii) The deferral shall it will be terminated upon initiation of a land division of the property. (c) Upon termination of a deferral underpursuant to LC 15.636(5)(b)(iii), the owner of the property shall beis required to pay to Lane County the full amount of the original deferred assessment plus accrued interest. Interest shall beis calculated from the date of the original assessment at the rate established by the Board for those assessments. Any assessment deferred under this section shall will be waived and the lien shall will be extinguished 20 years from the date of certification. (d) The deferral provisions under LC 15.636(5)(a) through (c) above are in addition to, but shall do not supersede, the provisions inof ORS 311.702 through 311.735 for Deferral of Special Assessments on Senior Citizens’ Residential Property. (Revised by Ordinance No. 11-73, Effective 9.28.73; 7-82, 7.9.82; 20-87, 10.14.87; 8-94, 11.25.94; 5-97, 5.16.97; 10-04, 6.4.045.5.04) 15.640 Intersections.

For assessment projects, the cost of street improvements located within street intersections and railroad intersections shall will be paid by Lane the County or other participating public agencies or railroads and will not be assessed to property owners. (Revised by Ordinance No. 10-04, Effective 6.4.045.5.04) 15.645 Foreclosure.

The Director of the Department of Assessment and Taxation shall hasve the dutyies and responsibility of the County CourtBoard in established in ORS 371.650(3) and ORS 371.660, and shall have the general responsibility for record keeping and collection of ORS Chapter 371 assessments made under the authority of ORS Chapter 371 and this subchapter. (Revised by Ordinance No. 11-73, Effective 9.28.73; 7-82, 7.9.82)

ROAD SYSTEM DEVELOPMENT


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15.695 Specific Road Improvements.

Pursuant to LC 15.696 through 15.697 below, the owner of land being developed may be required, as a condition of development approval, to make road improvements necessitated by the Proposed development may require road improvements to ensure that streets in the vicinity of the development function safely pursuant to Sections 15.696 and 15.697. The Director shall will specify any required improvements, which will be and these are in addition to other requirements of this chapter. (Revised by Ordinance No 7-82, Effective 7.9.82; 10-04, 6.4.04) 15.696 Roadway Performance Standards. (1) A local agency may choose to apply theirits adopted operational standards to County Roads within an UGB, provided that theysuch standards do not allow for a lesser degree of mobility. All roadways and intersections owned under the jurisdiction of by Lane County must operate at or belowmeet the following standards. A local agency may choose to apply their adopted operational standards to county owned roadways in an UGB, provided that they do not allow for a lesser degree of mobility.

(a) Signalized, All-way Stop, or Roundabout Controlled Intersections: The intersection as a whole must operate with a Level of Service (LOS) “E” or better and a volume to capacity (v/c) ratio not higher than 0.85 if inside and UGB, or with a LOS “D” or better and a v/c ratio not higher than 0.80 outside and UGB during the highest one‐hour period on an average weekday (typically, but not always the evening peak period between 4 p.m. and 6 p.m. during the spring or fall).

(b) Two-way Stop and Yield Controlled Intersections: All public street intersection approaches serving more than 20 vehicles during the highest one‐hour period on an average weekday (typically, but not always the evening peak period between 4 p.m. and 6 p.m. during the spring or fall) must operate with a LOS “E” or better and a v/c ratio not higher than 0.95 if inside and UGB, or with a LOS “D” or better and a v/c ratio not higher than 0.80 outside the UGB. Operational standards do not apply to approaches at intersections serving 20 vehicles or fewer during the peak hour or private driveways. (2) When analyzing County roads within urban growth boundariesUGBs, the applicable design performance standards of the respective city apply. In the absence of city standards for such roads, the County’s road design performance standards apply. Traffic study requirements should be coordinated with cities and ODOT when development proposals affect facilities under the jurisdiction of these agencies. (3) When analyzing signalized intersections, locations where signal warrants may be met, or intersections with all-way stop control (AWSC), the primary objective is to maintain the performance of the overall intersection. The overall intersection v/c must meet the applicable standard. If level of service analysis is required, the level of service standard must also be met. (4) If a traffic study determines that nearby public or private roads, streets, or driveways are predicted to exceed do not meet the standards as a result of the proposal requiring a traffic impact analysis, ,the applicant shall must recommend mitigation measures. If the study determines that nearby road, street or driveway performance is predicted to exceed does not meet standards in order to maintain flow on the road or street where access is proposed, adequate space for vehicle queuing (based on 95% probability) must be maintained on the nearby road, street or driveway. (5) Operational standards do not apply to unsignalized intersection approaches serving 20 vehicles or fewer during the peak hour or to private driveways. (Revised by Ordinance 10-04, Effective 6.4.04; 17-06, 1.11.18)


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15.697 Traffic Impact Analysis Requirements.

(1) A traffic impact analysis (TIA) may be required as part of a complete land use application or other development when if the proposal is expected to involve one or more of the following: (a) aAny development proposal that, if approved, will result in an increase of peak hour traffic flow of 50 or more automobile trips outside an urban growth boundary, or 100 or more automobile trips inside an urban growth boundary. The increase in number of trips shall will be calculated based upon the methodology in the Institute of Traffic Engineers’ Trip Generation manual for the year of publication specified in LM Chapter 15.450 and associated handbook and user's guide; or (b) dA development proposals that will affect county roads where congestion or safety problems have been identified by previous traffic engineering analysis; or (c) Aany plan amendment or zone change proposal, unless waived by the County Engineer as specified below; or (d) A proposed development that will generate or receive traffic by single or combination vehicles with gross weights greater than 26,000 pounds as part of their daily operations. “Daily operations” includes delivery to or from the site of materials or products manufactured, processed, or sold by the business on the site. “Daily operations” does not include routine services provided to the site by others, such as mail delivery, solid waste pickup, or bus service; or (e) Athe location of an existing or proposed access driveway, the location of which does not meet minimum spacing or sight distance requirements, and where vehicles are expected to queue or hesitate at an approach or access connection, thereby creating a safety hazard; or (f) Any potential impacts to pedestrian and bicycle routes, including, but not limited to school routes and multimodal roadway improvements identified in the TSP; or (g) A project development that would increase intersection or driveway volumes by 25 peak hour vehicles trips or greater on roadways classified as minor collector, major collector, minor arterial or principal arterial; or (h) aA development for which a TIA is required by ODOT pursuant with OAR 734-051 (2) The County Engineer or designee may waive traffic impact analysisTIA requirements specified in LC 15.697(1) above, when: (a) Previous analysis has determined that the development proposal will not result in congestion, safety, or pavement structure impacts that exceed the standards of the agency that operates the affected transportation facilities; or (b) In the case of a plan amendment or zone change, the scale and size of the proposal is insignificant, eliminating the need for detailed traffic analysis of the performance of roadway facilities for the 20-year planning horizon. Whether the scale and size of a proposal may be considered insignificant may depend on the existing level of service on affected roadways. Generally, a waiver to a TIA Traffic Impact Analysis will be approved when: (i) tThe plan designation or zoning that results will be entirely a resource designation; or (ii) tThe plan designation or zoning that results will be entirely residential and the allowed density is not likely to result in creation of more than 50 lots; and (iii) tThere is adequate information for the County Engineer or designee to determine that a transportation facility is not significantly affected as defined


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in OAR 660-12-0060 and the associated Transportation Planning Rule.Lane County Transportation System Plan Policy 20-d. (3) Traffic impact analyses shall willmust document compliance with the requirements and guidelines in LC 15.696 and shallmust: (a) beB prepared by an Professional Engineer licensed in the State of Oregon-certified engineer with expertise in traffic and road construction engineering; and (b) dDocument compliance with: (i) tThe Road Design Standards in LC 15.700 through 15.708; and (ii) tThe Access requirements specified in LC 15.130 through 15.139; and (iii) tThe goals and policies of the applicable transportation system plan; and (iv) Statewide Planning Goal 12; and (c) eEvaluate all road facilities where direct access is proposed, including proposed access points, nearby intersections, and the nearest major intersection with a traffic signal; and (d) aAddress the requirements for pavement structure analysis in LC 15.707 if the analysis is required pursuant to LC 15.697(1)(d); and (e) bBe approved as to scope prior to proceeding with the analysis, as specified in the Traffic Impact AnalysisTIA Guidelines of the County Engineering Department. The County Engineer may alter the study requirements based upon the anticipated impact of the proposal. For example, a queue length analysis (based upon 95% probability) may be required. (4) The traffic impact analysisTIA shall must demonstrate the following: (a) fFor plan amendments and zone changes, that the performance standard specified in LC 15.696(1) for the affected road(s) will not be exceeded as a result of the plan amendment or zone change, within 20 years from the date the analysis was completed; (b) fFor other development, that the performance standard specified in LC 15.696(1) for the affected road(s) will be achieved immediately and for the next five years. (5) If the performance standard in LC 15.696(1) cannot be achieved or maintained as specified in LC 15.697(4) above, the analysis shall must propose one or more of the following: (a) rRoad dedications and improvements for capacity increases; (b) iImplementation of demand management strategies; (c) oOther mitigation measures. (6) Proposed dedications, improvements, demand management strategies and other measures proposed pursuant to LC 15.697(5) may include but are not limited to the following: (a) Reconfigure roadway and side-street accesses to minimize traffic conflicts at intersections; (b) Limit parking near signalized intersections to increase intersection capacity; (c) Coordinate and operate traffic signals to improve traffic progression; (d) Relocate driveways and improve local road connections to direct traffic away from overburdened intersections and intersections where side-street capacity is limited in order to optimize traffic progression on the Sstate Hhighway; (e) Improve turning radii at intersections that are heavily used by trucks to avoid lane blockages; (f) Install raised medians to reduce traffic conflicts;


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(g) Improve accesses so that traffic can enter or exit the roadway with minimal disruptions of flow; and (h) Implement other transportation demand management or transportation system management measures to use existing capacity of the roadway more efficiently. (7) Proposed dedications, improvements, demand management strategies and other measures pursuant to LC 15.697(5) shallmust: (a) cConsider the safe operation of affected driveways and public street intersections; (b) pPropose access locations as appropriate, consistent with the access requirements in LC 15.130 through 15.139; (c) dDemonstrate that the proposed measures will be completed in a manner consistent with applicable state and local policies and standards; and (d) iInclude a description of how and when the dedications, improvements and other measures will be performed. (8) TIAs should be prepared prior to submittal of a land use application. Traffic impact analyses shall must be developed in coordination with the County and agencies such as ODOT the Oregon Department of Transportation or a city when the proposal requiring the analysis affects facilities in their jurisdiction. Dedications, improvements, and other measures proposed pursuant to LC 15.697(4) shall must comply with adopted plans and requirements of the agency with jurisdiction for the affected facility. (9) In addition to the requirements in this subsection, the Highway Capacity Manual publication cited in LM 15.450 shall must be used as the guiding standard for completion of a traffic impact analysisTIA. The McTrans Highway Capacity Software package, or other approved software packages, may be used to complete the analysis. The Oregon Department of Transportation’s SIGCAP software, or other ODOT-approved software is acceptable where the study scope includes analysis of both State and County facilities. (10) Upon approval of the traffic impact analysis TIA and proposed dedications, improvements, and other measures, requirements shall must be completed at private expense, unless otherwise approved by the Director. Conditions may be assigned to ensure all requirements are completed. (Revised by Ordinance 10-04, Effective 6.4.04; 17-06, 1.11.18)

ROAD DESIGN STANDARDS

15.700 Purpose. The purpose of this section subchapter is to provide standards for the construction and reconstruction of all roads which are controlled and maintained by Lanethe County, and all roads in the unincorporated areas of Lane County, in order to provide for and promote a convenient, safe and efficient road network and to provide for motor vehicle, bicycle and pedestrian travel, and is adopted under the authority of the Lane County Home Rule Charter and ORS Chapters 368 and 371. (Revised by Ordinance No. 1-75, Effective 3.15.75; 10-04, 6.4.04) 15.701 General Provisions.

(1) Roadway design elements not specified in LC 15.700 through 15.710 shall must conform to guidelines of the following publications as determined appropriate by the County Engineer, using the publication version cited in LM 15.450: (a) The following publications of the American Association of State Highway and Transportation Officials: (i) A Policy on Geometric Design of Highways and Streets; (ii) Roadside Design Guide;


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(iii) Geometric Design of Very Low Volume Local Roads (ADT < 400); (iv) Guide for Design of Pavement Structures. (b) The following publications of the Oregon Department of Transportation and/or the American Public Works Association (APWA), Oregon Chapter: (i) Highway Design Manual; (ii) Oregon Highway Plan; (iii) Oregon Bicycle and Pedestrian Plan; (iv) Oregon Standard Specifications for Construction; (v) Oregon Standard Drawings. (2) Where required, calculation of projected Average Daily Traffic (ADT) shall will be based upon the Transportation Research Institute’s Trip Generation mManual using the publication version cited in LM 15.450. (3) Decisions about traffic control devices, including traffic signals, pavement markings, signing, and crosswalk marking, will be guided by the Federal Highway Administration’s Manual oOn Uniform Traffic Control Devices, using the publication cited in LM 15.450. (4) Sidewalks, access ramps, driveways, medians, and other right-of-way design elements mustshall comply with Americans with Disabilities Act (ADA) requirements and the Public Rights-of-Way – United States Access Board (PROWAG). (5) Notwithstanding the provisions of LC 15.030, County Roads outside of urban growth boundarieUGBs may be required to be improved to Uurban Rroad design standards, as may be determined on a case by case basis through the Capital Improvement Program adoption process, or as required by a Traffic Impact Analysis TIA pursuant to LC 15.697. (Revised by Ordinance 10-04, Effective 6.4.04) 15.702 Urban Arterial And Collector Standards.

(1) Applicability. (a) The Urban Arterial and Collector Standards apply to Urban County Roads Streets within urban growth boundaries that are classified as Minor Collectors, Major Collectors, Minor Arterials and Principal Arterials that also qualify as one or more of the following: with the following functional classifications: (i) Minor Collectors; (ii) Major Collectors; (iii) Minor Arterial; (iv) Principal Arterial. (b) For the streets listed in LC 15.702(1)(a), the standards apply to the following street improvements within urban growth boundaries: (i) Newly constructed Urban Aarterial and Ccollector streets. (ii) Reconstruction of existing Urban Aarterial and Ccollector streets, including reconstruction of the roadbed and addition of curbs, gutters and sidewalks, but not including preservation or pavement rehabilitation. (iii) Widening of existing improved Urban Aarterial and Ccollector streets that result in adding one or more through lanes, left turn lanes, continuous center turn lanes, right turn lanes, bicycle lanes, or other additional lanes. (iv) New and reconstructed facilities within the right-of-way. (2) Diagrams. Diagrams 1 through 5 in LC 15.710 illustrate Urban Arterial and Collector design configurations. (3) Right-of Way Width. The minimum right-of-way width shall will be the sum of the widths of all roadway design elements widths plus an additional eight two feet


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(four one fooeet on each side). In addition, the right-of-way shall may include space for utilities, bus stops, transition areas, and cut and fill slopes, and may vary based on terrain. (4) Roadway Width. The roadway width is the distance from curb face to curb face. See Vehicle Travel Lane Width and Bike Lane sections below to determine total roadway width. (5) Vehicle Travel Lane Width. (a) Urban Principal Arterials. Travel lanes shall must be 12 feet wide. If a design deviation is approved pursuant to the requirements of LC 15.709, the minimum acceptable width shallmust be no less than 11 feet. (b) Urban Minor Arterials and Major or Minor Collectors. Travel lanes shall must be 11 feet wide, except that wider lanes may be required for industrial areas or areas where the truck percentage of ADT is 10% or more within a 12-hour period. (6) Surface Type. Surface type shall must be pavement. (7) Pavement Structure. Pavement Structure design shall must meet the requirements specified in LC 15.707. (8) Sidewalks. (a) Sidewalks are required on both sides of all Urban Aarterial and Ccollector Sstreets with the exception of freeways and expressways: (i) Sidewalks are not required on freeways. (ii) Expressways shall will be evaluated on a case by case basis to determine if sidewalks are required. (b) Sidewalk design shall will be either setback sidewalks or curbside sidewalks, as follows: (i) The preferred design option is setback sidewalks. Setback sidewalks shall must be a minimum of five feet wide with a minimum six feet wide planting strip. Planting strips provide more physical separation of pedestrians from vehicles and space for street trees, landscaping, ground covers, or turf and provide aesthetic benefits to the streetscape. Street trees within public right-of-way are maintained by Lane County. Shrubs, groundcovers, and turf are maintained by the adjacent property owner. (ii) Curbside sidewalks shall must be a minimum six feet wide (excluding curb width) to allow for: (aa) Additional separation for pedestrians from parked cars or higher speed traffic. (bb) Additional usable width for pedestrians when mailboxes, signs or utilities obstruct the sidewalk area. (iii) Sidewalks are required to maintain a minimum of 48 inches of unobstructed travel width. (cc) Provision of ADA compliant driveway designs and handicap ramps. These standards generally call for flat landing areas, gentle grades, and adequate width for pedestrian and wheelchair movements. (9) Bike Lanes. (a) Bicycle lanes shall must be a minimum of five and one-halfsix feet wide and provide sufficient usable lane width around drainage grates and utility covers. In a typical application, the five and one-half feet six foot width provides a one and one-half feettwo foot shy distance from a curb or parked car and four feet for travel. (b) Curb inlets are the preferred design option for storm water facilities. Where installation of curb inlets is not possible due to steep slopes, utility placement, or other conflicts, catch basins with approved bike-friendly grates are acceptable. (c) Marked bicycle lanes are required when streets are newly constructed, are reconstructed to urban standards, or are widened to provide additional vehicular capacity.


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(10) On-Street Parking. (a) On-street parking is not permitted on Urban Aarterial streets. (b) On-street parking may be provided on Urban Ccollector streets only after a parking demand and supply study has been completed and the desirability and feasibility of on-street parking has been verified. A parking study shall considermust take into consideration, among other factors, the nature of adjacent land uses, the degree to which the street is nearing design capacity, and impacts to bicycle use of the street. If the parking demand and supply study demonstrates an inadequate supply of parking or determines the existing and/or future demand for parking validates on-street parking, parking on Urban Collector streets will be required. (c) Parking on collector streets will be required when the parking demand and supply study indicates a clear inadequacy in the supply of parking or determines the existing and/or future demand for parking validates the establishment of on-street parking facilities. (cd) Parallel parking is the preferred layout for on-street parking. (de) Where allowed, parallel parking lane widths on Urban Ccollector streets shall must be a minimum of seven feet wide. (11) Crosswalks. (a) Any markings used to establish a crosswalk shall must conform to the Manual Oon Uniform Traffic Control Devices (MUTCD) publication cited in LM 15.450. (b) Marked crosswalks should be provided at signalized or all-way stop controlled intersections where logical connections to pedestrian facilities exist and at school crossings on established routes. Unsignalized intersections or other locations should not be marked unless an engineering study indicates a need for marked crosswalks and the Director approves the installation. (12) Curb & Gutter. Curbs and gutters serve any or all of the following purposes: drainage control, roadway edge delineation, right-of-way reduction, aesthetics, delineation of pedestrian walkways, reduction of maintenance operations, and assistance in orderly roadside development. The type and location of curbs and gutters affect driver behavior and, in turn, the safety and utility of a roadway. (a) Water conveyance capacity in curb and gutter design shall must be provided by a minimum 18-inch gutter width. (b) The minimum gutter slope shall beis 0.5%. (c) The minimum curb height shall beis six inches. (d) Curb designs that are acceptable for use on Urban County roads Streets include: (i) Vertical curbs are intended to discourage vehicles from leaving the roadway. Vertical curbs should not be used along high-speed roadways because an out-of-control vehicle may overturn or become airborne as a result of an impact with such a curb. A suitable traffic barrier should be provided where redirection of vehicles is needed. (ii) Sloping or mountable curbs are used on roads streets with speeds of 45 miles per hour or greater and are designed so vehicles can cross them readily if necessary. For example, sloping curbs can be used at median edges or to outline channelizing islands in intersection areas. (iii) Extruded curbs of either cement or bituminous concrete usually have sloping faces because they provide better initial stability, are easier to construct, and are more economical than steep or vertical faces. Extruded curbs shall can only be used for drainage control and not as separation for vehicles and pedestrians. (iv) Other curb designs that conform with accepted engineering practice as set forth in LC 15.701(1).


15.702 Lane Code 15.702

January 11, 2018 15-55 LC15

(13) Raised Medians. Urban Arterial and Ccollector Sstreets may have a raised median area to decrease crash experience, restrict turning movements, limit land access, encourage lower vehicle speeds, provide a refuge area for pedestrians and vehicles, and to increase the efficiency and capacity of the street. Raised medians will be required when a combination of factors indicate that their use will improve the safety and efficiency of the roadway. Factors to consider include, but are not limited to, pedestrian traffic volume, crossing distance, ADT, access management and roadway capacity. (a) The preferred raised median width is 10 feet when used to limit land access or control turning movements. The minimum width of medians used for this purpose shall beis four feet. (b) Medians used as a pedestrian refuge shall must be at least be a minimum of eight feet wide to enhance pedestrian safety. Medians used as a pedestrian refuge or to facilitate pedestrian and bicycle movements shall must be designed with at-grade cuts at all intersections. (c) The preferred width of a raised median that provides for width for provision of turning bays is 14 feet and must be at least 12 feet wide. The minimum width for this type of median is 12 feet. (d) Raised medians shall must be designed at six inch curb height. (14) Center Turn Lanes. (a) Center turn lanes on Urban Aarterial and Ccollector Sstreets shall must be a minimum ofat least 12 feet wide. (b) A turn lane width of 14 feet may be used in industrial or commercial areas and other streets where truck traffic makes up at least 10% of traffic volumes.that experience a minimum 10% truck percentage of traffic volume. This 14 foot minimum is a requirement where the volume of truck traffic exceeds 15%Where the truck percentage of traffic volume is greater than 15%, a minimum 14 feet center turn lane shall be required.. (c) Urban Arterial and Ccollector Sstreets may have a continuous two-way center turn lane to channelize and remove left turning traffic from through traffic lanes, or to provide additional separation between traffic moving in opposite directions. (15) Traffic Signals. The application and use of traffic signals shall beare guided by the principles, methods and warrants outlined in the Manual on Uniform Traffic Control Devices publication cited in LM 15.450. (16) Maximum Grade. The maximum road grade shall beis as follows:

Table 5: Maximum Grade Terrain type Urban Collector Urban Arterial Level (see (a) below) 7% 5% Rolling (see (b) below) 10% 6% Mountainous (see (c) below) 12% 8%

(a) In level terrain, highway sight distance, as governed by both horizontal and vertical restrictions, is generally long or can be made to be so without construction difficulty or major expense. Roads Streets where no 500 foot segment exceeds 5% in grade shall beare considered Level. (b) In rolling terrain, natural slopes consistently rise above and below the road street and street grade, and occasional steep slopes offer some restriction to normal horizontal and vertical roadway alignment. Roads Streets where any 500 foot segment exceeds 5% in grade but does not exceed 8% in grade shall beare considered Rolling. (c) In mountainous terrain, longitudinal and transverse changes in the elevation of the ground with respect to the road streets are abrupt, and benching and side hill excavation are frequently needed to obtain acceptable horizontal and vertical


15.703 Lane Code 15.703

January 11, 2018 15-56 LC15

alignment. Roads Streets where any 500 foot segment exceeds 8% in grade shall beare considered Mountainous. (17) Street Lighting. Roadway illumination will may be provided by the County only as a part of construction or reconstruction of Urban Aarterial roads Streets within an adopted urban growth boundary, provided an interagency agreement assigning ownership and maintenance of the lighting to another entity is executed prior to construction. The County may provide illumination in other locations under special circumstances such as at traffic signals or high hazard locations. (18) Speed Zones. The establishment of speed zones on Urban County roads Streets will be prescribed by the applicable Oregon Revised Statutes that establish speed limits within specific areas. Speed zones established beyond the statutory requirements are under the authority of ODOTthe Oregon Department of Transportation. (Revised by Ordinance 10-04, Effective 6.4.04) 15.703 Rural Arterial And Collector Standards.

(1) Applicability. (a) The Rural Arterial and Collector Standards apply to County Roads outside of urban growth boundaries that are classified as Minor Arterials, Minor Collectors and Major Collectors that also qualify as one or more of the following: with the following functional classifications: (i) Minor Arterial; and (ii) Minor Collector; and (iii) Major Collector. (b) For the roads specified in LC 15.703(1)(a), the standards apply to the following street improvements outside of urban growth boundaries: (i) Newly constructed Rural Aarterial and Ccollector streetsRoads. (ii) Reconstruction of existing Rural Aarterial and Ccollector streetsRoads, including upgrades to rural standards through reconstruction of the roadbed and addition of paved shoulders and ditches, but not including preservation or pavement rehabilitation. (iii) Widening of existing Rural Aarterial and Ccollector streets Roads that result in adding center turn lanes, right turn lanes, paved shoulders, or other major widening improvements. (iv) New and reconstructed facilities within the right-of-way. (2) Diagrams. Diagrams 8 and 9 in LC 15.710 illustrates the Rrural Aarterial and Ccollector design configurations. (3) Right- of Way Width. (a) The minimum right-of-way width for Rrural Aarterial and Ccollector Rroads shall beis 80 feet in for two-lane sections and 100 feet in for three-lane sections. (b) In addition to meeting the requirements of LC 15.703(3)(a), the right-of-way shall must include space for the roadway, clear zone and an adequate drainage ditches, including accepted safety standards for ditch foreslopes and backslopes. (4) Roadway Width. The pavement width shall beis the sum of all vehicle lanes and paved shoulders. Minimum widths for lanes, paved shoulders, and total pavement are specified in the following table. Lane widths shown are for travel lanes only and do not apply to turning lanes or medians. Table 6: Minimum Roadway Width (Feet)

Terrain

Lane Width (Min. 2 Lanes)

Shoulder Width (Each)

Total Pavement Width (2 Lane

Roads)


15.703 Lane Code 15.703

January 11, 2018 15-57 LC15

<250 ADT Level 11 2 26 Rolling 11 0 22 Mountainous 10 0 20

250-400 ADT Level 11 4 30 Rolling 11 2 26 Mountainous 11 0 22

4010-1500 ADT Level 11 6 34 Rolling 11 4 30 Mountainous 11 2 26

15010-10,000 ADT Level 12 6 36 Rolling 11 6 34 Mountainous 11 4 30

>10,000 ADT Level 12 8 40 Rolling 12 6 36 Mountainous 12 4 32

(5) Pavement Structure. Pavement structure design shall must meet the requirements specified in LC 15.707. (6) Roadway and Ditch Side-Slopes. (a) In general, side-slopes no steeper than 6H:1V are required on rock slopes and 4H:1V on ditch fore-slopes. (b) When existing terrain or right-of-way constraints preclude use of 6H:1V rock slopes, steeper slopes may be constructed if approved by the County Engineer or designee. (c) When slopes steeper than 3H4H:1V must be used, consideration will be given to the use of a roadside barrier. If a roadside barrier is warranted, a minimum four feet wide shoulder is required. (d) The slope rate for cut slopes shall must be determined by geotechnical analysis and/or clear zone considerations. (e) Side-slopes should be designed to ensure the stability of the roadway and to provide a reasonable opportunity for recovery of an out-of-control vehicle. (7) Ditch Depth. Ditch depth shall must be a minimum of one foot below the elevation of the roadway subgrade, as measured at the edge of the paved surface. Deeper depths may be required to provide adequate conveyance capacity for a 10-year design storm event. (8) Clear Zone. The roadside clear zone is the area extending away from the outside edge of the vehicle travel lane. The clear zone standards from AASHTO’s Roadside Design Guide publication cited in LM 15.450 shall must be used. (a) The roadside clear zone should be cleared of all unyielding objects such as trees, sign supports, utility poles, light poles, and any other fixed objects that might severely damage an out-of-control vehicle. (b) The roadside clear zone should have slopes designed to provide an adequate recovery area for an out-of-control vehicle. Breakaway road sign supports will generally be used to minimize driver risk in case of impact.


15.703 Lane Code 15.703

January 11, 2018 15-58 LC15

(9) Raised Medians. Rural Arterial and Ccollector Rroads may have a raised median area for channelization and to provide a refuge area for pedestrians or vehicles. Raised medians must have a 6 inch curb height unless stated otherwise. (a) The preferred raised median width is 10 feet when used to limit land access or control turning movements. The minimum width of medians used for this purpose shall beis four feet. (b) Medians used as a pedestrian refuge shall must be at least be a minimum of six feet wide to enhance pedestrian safety. Medians used as a pedestrian refuge or to facilitate pedestrian and bicycle movements shall must be designed with at-grade cuts at all intersections. (c) The preferred width of a raised median that provides for width for provision of turning bays is 14 feet and must be at least 12 feet wide., with a minimum width for this type of median at 12 feet. (d) Raised medians shall be designed at six inch curb height. (10) Center Turn Lanes. (a) All center turn lanes on Rural Aarterial and Ccollector Roads must be at least 12 feet wide. streets shall be a minimum of 12 feet wide. (b) A turn lane width of 14 feet may be used in industrial or commercial areas and other streets roads where truck traffic makes up at least 10% of traffic volumes. This 14 foot minimum is a requirement where the volume of truck traffic exceeds 15%.that experience a minimum 10% truck percentage of traffic volume. Where the truck percentage of traffic volume is more than 15%, a minimum 14 feet wide center turn lane shall be required. (c) Rural Arterial and Ccollector Rroads may have intermittent left turn lanes or right turn lanes to separate turning traffic from through traffic lanes. (d) Turn lanes shall must be provided when, pursuant to LC 15.696, intersection or roadway level of service is determined to be D or worse and/or when other factors such as crash experience and side street road volume exceed acceptable limits. (11) Maximum Grade. The maximum road grade shall beis as follows:

Table 7: Maximum Grade Terrain type Rural Collector Rural Arterial

Level (See (a) below) 7% 5% Rolling (See (b) below) 10% 6% Mountainous (See (c) below) 12% 8%

(a) In level terrain, highway sight distance, as governed by both horizontal and vertical restrictions, is generally long or can be made to be so without construction difficulty or major expense. Roads where no 500 foot segment exceeds 5% in grade shall beare considered Level. (b) In rolling terrain, natural slopes consistently rise above and below the road and street grade, and occasional steep slopes offer some restriction to normal horizontal and vertical roadway alignment. Roads where any 500 foot segment exceeds 5% in grade but does not exceed 8% in grade shall beare considered Rolling. (c) In mountainous terrain, longitudinal and transverse changes in the elevation of the ground with respect to the road are abrupt, and benching and side hill excavation are frequently needed to obtain acceptable horizontal and vertical alignment. Roads where any 500 foot segment exceeds 8% in grade shall beare considered Mountainous. (12) Pedestrian Facilities. Sidewalks or walkways are permissible allowed and may be required pursuant to adopted Transportation System Plan Bicycle and Pedestrian


15.704 Lane Code 15.704

January 11, 2018 15-59 LC15

policies. Walkways may be provided behind the ditch in the road right-of-way, but only at private expense. Any proposed pedestrian facilities are subject to approval by the County Engineer or designee. (13) Bike Facilities. Where required, paved shoulder widths shall must accommodate bicycles. See LC 15.703(4), Roadway Width requirements, to determine required shoulder widths. (Revised by Ordinance 10-04, Effective 6.4.045.5.04) 15.704 Urban Local Street Standards.

(1) Applicability. (a) The Urban Local Street Standards apply to County Roads functionally classified as Local Roads within urban growth boundaries that qualify as one or more of the following:. (b) For the streets listed in LC 15.704(1)(a), urban local street standards apply to the following improvements: (i) Newly constructed Uurban Llocal Sstreets; (ii) Existing roads being reconstructed to Urban Local Street standards. (iii) Widening of existing Urban Local Streets. (iv) New and reconstructed facilities within the right-of-way. (bc) If an existing roadbed fails for a street where these standards apply and the existing road dimensions exceed the minimum standards in this section, reconstruction will restore the road to its existing dimensions. (cd) Notwithstanding LC 15.704(1)(a), within urban growth boundaries, the applicable design standards of the respective city shall will apply to County Roads Streets functionally classified as Local RoadsStreets. In the absence of city standards, the County’s road design standards shall apply. (2) Diagrams. Diagrams 10 and 119and 10 in LC 15.710 illustrate design configurations for Uurban Llocal Sstreets. design configurations. (3) Roadway Width and Right-of-Way Width. (a) Minimum roadway width and right of way width requirements are specified in the following table:

Table 8: Minimum Roadway Width and Right- of- Way (ROW) Width (Feet)

Traveled

Way Parking

(one side)

Total Pavement Roadway

Width

ROW – Curbside

Sidewalk*

ROW – Setback

Sidewalk* Residential <250 ADT

16 8 24 45 50 Residential >250 ADT

20 8 28 50 55 Other

24 8 32 55 60 (ab) In addition to meeting the requirements of LC 15.704(3) Table 8(a), the right-of-way shall may include adequate space for the traveled way, pedestrian facilities, bus stops, signs, utilities, and drainage facilities. (4) Surface Type. The surface type shall must be pavement.


15.705 Lane Code 15.705

January 11, 2018 15-60 LC15

(5) Pavement Structure. Pavement structure design shall must meet the requirements specified in LC 15.707. (6) Vehicle Travel Lane Width. Local Sstreets are unstriped, shared roadways with low design speeds and traffic volumes. Therefore, travel lanes are not specified. (7) Curb and Gutter. Curb and gutter is required. (a) Water conveyance capacity in curb and gutter design shall must be provided by a minimum 18-inch gutter width. (b) The minimum longitudinal gutter slope shall beis 0.3%. (c) The minimum curb height shall beis six inches. (8) Sidewalks. Sidewalks on new Uurban Llocal Sstreets are required and shall must be constructed at the expense of the developer or abutting property owners and must adhere to the following requirements:. (a) Sidewalks are required for reconstructed roads with existing sidewalks. Sidewalks are required for reconstructed roads without existing sidewalks pursuant to Lane County Transportation System Plan Policy 6-b. (b) When provided, cCurbside sidewalks shall must be a minimumat least six feet wide. (c) Setback sidewalks shall must be a minimumat least five feet wide and be buffered from the street by a planting strip that is at least six feet wide.with a minimum six feet wide planting strip. (d) Sidewalks are required to maintain a minimum of 48 inches of unobstructed travel width. (9) Bike Lanes. Because of their low-volume, low-speed character, Uurban Llocal Sstreets shall beare shared roadways for bicycles and vehicles. bicycle and vehicular movement. Striped bike lanes are not required. (10) On-Street Parking. If provided, on-street parking is only allowed on one side of the street. On-street parking shall be limited to one side. (Revised by Ordinance 10-04, Effective 6.4.045.5.04) 15.705 Rural Local Road Standards.

(1) Applicability. (a) The Rural Local Road Standards apply to: (i) County Roads functionally classified as Local Roads outside of urban growth boundaries. (ii) Local Access Roads, Private Access Easements, and Public Roads as defined in LC 15.010(35) when such roads serve new development that will generate average daily traffic (ADT) of more than 100. (b) For the roads listed in LC 15.705(1)(a) above, Rural Local Road Standards apply to: (i) Newly constructed roads; (ii) Existing roads being reconstructed to rRural lLocal rRoad standards. Roads reconstructed by Lane County for the purpose of repair may be restored to the original or better condition. (iii) New and reconstructed facilities within the right-of-way. (c) If an existing roadbed fails for a road where these standards apply and the existing road dimensions exceed the minimum standards in this section, reconstruction will restore the road to its existing dimensions. (2) Diagrams. Diagram 12 11 in LC 15.710 illustrates Rural Local Road design configurations. (3) Right-of-Way Width. (a) The minimum right-of-way width shall beis 50 feet.


15.705 Lane Code 15.705

January 11, 2018 15-61 LC15

(b) In addition to meeting the requirements of LC 15.705(3)(a), the right-of-way shall may include space for the travel way, rock slopes, utilities, and adequate drainage ditches, including accepted safety standards for ditch foreslopes and backslopes. (4) Roadway Width. Minimum pavement widths are specified in the following table.

Table 9: Minimum Pavement Width (feet) Terrain <100 ADT 100-250 251-400 >400 ADT Level (See (a) below) 18 20 24 24 Rolling (See (b) below) 18 20 22 24 Mountainous (See (c) below) 18 18 20 22

(a) In level terrain, highway sight distance, as governed by both horizontal and vertical restrictions, is generally long or can be made to be so without construction difficulty or major expense. Roads where no 500 foot segment exceeds 5% in grade shall beare considered Level. (b) In rolling terrain, natural slopes consistently rise above and below the road or street grade, and occasional steep slopes offer some restriction to normal horizontal and vertical roadway alignment. Roads where any 500 foot segment exceeds 5% in grade but does not exceed 8% in grade shall beare considered rolling. (c) In mountainous terrain, longitudinal and transverse changes in the elevation of the ground with respect to the road are abrupt, and benching and side hill excavation are frequently needed to obtain acceptable horizontal and vertical alignment. Roads where any 500 foot segment exceeds 8% in grade shall beare considered Mountainous. (5) Surface Type. Surface type shall must be pavement. (6) Pavement Structure. Pavement Structure design shall must meet the requirements specified in LC 15.707. (7) Vehicle Travel Lane Width. Travel lane striping is not required on Rural Local Roads. Rural Local Roads are usually unstriped, shared roadways with low design speeds and traffic volumes. Roadways that are at least 20 feet wide may be striped with a centerline. Roads that are at least 22 feet wide may be striped with a centerline and fog lines. (8) Shoulders. Road shoulders are not required. (9) Roadway and Ditch Side-slopes. (a) In general, ditch rock slopes and foreslopes no steeper than 4H:1V are required. (b) When existing terrain precludes use of 4H:1V side-slopes, steeper slopes may be constructed if approved by the County Engineer or designee. (c) When slopes steeper than 43H:1V must be used, consideration will be given to the use of a roadside barrier. The standards from the Oregon Highway Design Manual publication cited in LM 15.450 shall will be used when it is necessary to review the efficacy of a barrier. (d) The slope rate for cut slopes shall must be determined by geotechnical analysis and/or clear zone considerations. (e) Side-slopes should be designed to ensure the stability of the roadway and to provide a reasonable opportunity for recovery of an out-of-control vehicle. (10) Ditch Depth. Ditch depth shall must be a minimum of one foot below the elevation of the roadway subgrade, as measured at the edge of the paved surface. (11) Clear Zone. A minimum 10 feet wide clear zone is required from the edge of the travel lane. The clear zone should be cleared of all unyielding objects such as trees,


15.706 Lane Code 15.706

January 11, 2018 15-62 LC15

sign supports, utility poles, light poles, and any other fixed objects that might severely damage an out-of-control vehicle. The County Engineer or designee may waive this requirement where there is guardrail roadside barrier protection. (12) Pedestrian Facilities. Sidewalks or walkways are permissible and may be required pursuant to adopted Transportation System Plan Bicycle and Pedestrian policies. Walkways may be provided behind the ditch in the road right-of-way, but only at private expense. Any proposed pedestrian facilities are subject to approval by the County Engineer or designee. (13) Bike Lanes. Due to the lower-volume, lower-speed character of Rural Local roads, striped bicycle lanes are not required. Rural Local Roads shall bemust have shared travel-ways for bicycle and vehicular movement. (14) On-Street Parking. On-street parking is not allowed. (15) Maximum Grade. (a) Maximum grade shall beis 156%. A maximum grade of 20% is allowable for spans of up to 100 feet on a straight tangent when topographic conditions make lesser grades impractical. (b) Grades that exceed 16% shall be paved. (c) Road grades in excess of 8% require the following: (i) Submit a center line profile prepared for the proposed road by a Professional Engineer licensed in the State of Oregon an Oregon-certified civil engineer or Professional Surveyor licensed in the State of Oregon Oregon licensed surveyor. (ii) The roadway shall must be designed by a Professional Engineer licensed in the State of Oregonan Oregon-certified civil engineer. (iii) Submit objective evidence demonstrating that road grades in excess of 8% are adequate for fire fighting equipment of the agency providing fire protection to access the use and water supply. (Revised by Ordinance 1-75, Effective 3.15.74; 10-04, 6.4.04) 15.706 Public Road, Local Access Road, and Private Access Easement (Private

Road) Standards.

(1) General. (a) Diagrams 13 and 1412 and 13 in LC 15.710 illustrate Local Access Road and private access easement design configurations. (b) Pursuant to Oregon Revised Statutes (ORS) 368.031, the County may spend money on Local Access Road improvements only under limited circumstances, and only by order or resolution by the Board. (2) Applicability. (a) Subject toNotwithstanding LC 15.706(2)(c), the standards in this section apply to the following roads as defined in LC 15.010(35) when located within Lane County’s land use jurisdiction: (i) Local Access Roads and Public Roads; (ii) Private Access Easements (Private Roads). (b) The standards in this section shall apply to Public Roads and Local Access Roads consistent with the requirements of LC 15.045, and to Private Access Easements consistent with LC 15.055. (c) If requested by a city pursuant to an intergovernmental agreement, the The County may apply a city’s standards to the roads listed in LC 15.706(2)(a) when such roads are within a city’s urban growth boundary. (d) Roads listed in LC 15.706(2)(a) serving new development that will generate average daily traffic (ADT) of more than 100 shall must meet the requirements specified in LC 15.705 for Rural Local Roads.


15.706 Lane Code 15.706

January 11, 2018 15-63 LC15

(e) Driveways that only serve one parcel and are entirely located on the parcel served shall not beare not defined as easements and are exempt from the road design standards. Notwithstanding this provision, driveway approaches shall must meet the applicable requirements of this chapter. (f) The standards in this section apply for: (i) Newly constructed roads; (ii) Existing roads that are being reconstructed to Local Access Road and Private Access Easement standards. (g) Public Roads as defined in ORS 368.001(5) that have not been accepted by the Board shall must comply with the standards in this section. (3) Public Roads and Local Access Roads are subject to the minimum right-of-way width specified in 15.070. (4) Right-of Way and Private Access Easement (Private Road) Width. (a) The minimum right-of-way and Pprivate Aaccess Eeasement width shall be as is specified in the following table:

Table 10: Minimum Right-of-Way and Private Access Easement Width

1-3 Parcels 4 or More Parcels Right-of-Way/ Easement Width 30’ 40’

(b) In addition to meeting minimum width requirements specified in LC 15.706(3) & (4)(a) above, the right-of-way and easement shall must include adequate land for the proposed travel area, rock slopes, utilities, drainage facilities, and any signs. (c) Notwithstanding LC 15.706(43)(a), a pre-existing easement of at least 20 feet in width and serving a lot or parcelproperty created in its present configuration prior to April 28, 2004, is allowable provided it complies with other requirements of this chapter. (54) Roadway Width. The minimum width shall be asis specified in the following table:

Table 11: Minimum Roadway Width 1-3 Parcels 4 or More Parcels Total Travel Width 12’ 18’

(65) Vehicle Passage Turnouts. (a) Vehicle passage turnouts are required for all roads governed by this section with a travel surface less than 16 feet in width and in excess of 200 feet in length. (b) Turnouts shall must be spaced a maximum distance of 400 feet apart, or less if visibility is limited. (c) Turnouts shall must provide a minimum roadway width of 20 feet for a distance of 30 feet to adequately allow the passage of two vehicles. The roadway width shall must be tapered for a distance of 15 feet before and after the 30 feet length of the turnout. (d) Diagram 15 14 in LC 15.710 illustrates turnout specifications. (76) Surface Type. (a) The surface type shall can be gravel or pavement. Gravel with oil mat is permitted. (b) Roadway extensions shall must match the surface type of the existing road that is being extended.


15.706 Lane Code 15.706

January 11, 2018 15-64 LC15

(87) Surface Structure. (a) Road surface depths and structure shall be asare specified in the following table:

Table 12: Roadway Surface Depth and Structure 1-3 Parcels 4 or More Parcels Gravel Roads/Oil Mat Driving Surface - ¾”-0 Rock (compacted gravel)*

2” 2”

Sub-Surface Depth (compacted gravel)

6” 10”

Paved Roads AC 32” 32” Base 8” 10”

* 1"-0 rock is acceptable if used for the entire depth of gravel. (b) Minimum surface depth requirements are exclusive of oil mat treatment. (c) When such roads are paved, if a pavement structure design less than the minimum standards specified in LC 15.706(8)(a) is proposed, it must be substantiated by testing pursuant to the requirements specified in LC 15.707(2)(a through f) through LCand LC 15.707(3) and 15.707(4). (98) Vehicle Travel Lane Width. Travel lanes are not specified on Llocal Aaccess Roads, Public Roads, or Pprivate Aaccess Eeasement roads. (109) Roadway and Ditch Side-slopes. (a) Ditch rock slopes and foreslopes no steeper than 3H:1V are required; however, when existing terrain precludes use of 3H:1V side-slopes, steeper slopes may be constructed if approved by the County Engineer or designee. (b) When slopes steeper than 3H:1V must be used, consideration will be given to the use of a roadside barrier. The standards from the Oregon Highway Design Manual publication cited in LM 15.450 shall must be used when it is necessary to review the efficacy of a barrier. (c) The slope rate for cut slopes with a vertical height greater than six feet shall must be determined by geotechnical analysis and clear zone considerations. (d) Side-slopes should be designed to ensure the stability of the roadway and to provide a reasonable opportunity for recovery of an out-of-control vehicle. (110) Curb and Gutter. Curb and gutter are not required. (121) Clear Zone. A minimum two-foot wide clear zone is required from the edge of the travel lane on private roads and ten-foot minimum on local access roads. (132) On-Street Parking. On-street parking is prohibited. (143) Maximum Grade. (a) Maximum grade shall beis 16%. A maximum grade of 20% is allowable for spans of up to 100 feet on a straight tangent when topographic conditions make lesser grades impractical.


15.707 Lane Code 15.707

January 11, 2018 15-65 LC15

(b) Grades that exceed 16% shall must be paved. (c) Road grades in excess of 8% require the following: (i) Submit a center line profile prepared for the proposed road by a Professional Engineer licensed in the State of Oregon or a Professional Surveyor licensed in the State of Oregon an Oregon-certified civil engineer or Oregon licensed surveyor. (ii) The roadway shall must be designed by a Professional Engineer licensed in the State of Oregonan Oregon-certified civil engineer. (iii) Submit objective evidence demonstrating that road grades in excess of 8% are adequate for fire fighting equipment of the agency providing fire protection to access the use and water supply. (Revised by Ordinance 10-04, Effective 6.4.04) 15.707 Pavement Structure. A single minimum pavement structure design standard cannot be established due to varying factors that affect the structural design of the roadway such as soil type, ADT, truck traffic, and axle configurations. The following requirements are intended to ensure sound engineering practice and road integrity. (1) The requirements in LC 15.707(2) through (4) apply to the following roads: (a) Arterials and Collectors as described in LC 15.020; (b) Local Roads, when the existing ADT on such roads is 400 or more, or projected ADT on such roads is 400 or more when new development is proposed; (c) Local Roads, when the ADT on such roads is 399 or less, where truck traffic exceeds 10% of total traffic. (2) Developers shall must perform a pavement structure needs analysis and propose a section that is adequate to support the expected traffic. The AASHTO design procedures shall must be used to determine the needed pavement structure, but, at a minimum, the analysis shall must show the following: (a) The analysis shall must be completed by an Oregon-certified engineer a Professional Engineer licensed in the State of Oregon with expertise in pavement analysis. (b) Determine the design life: establish a minimum remaining useful design life of road segment based on current background traffic projected into the future; and establish the remaining useful design life of road segment with proposed development traffic added. If development contains implementation phases, determine remaining design life at each phase. (c) Recommend additional pavement structure needed, if any, to support proposed new development, and recommend timing for additional pavement to be placed. For example, prior to new development, prior to beginning operations, or estimated year. (d) Subgrade soil type and strengths as measured by the R-value, California Bearing Ratio (CBR) method, or Resilient Modulus test. (e) Projected traffic characteristics including ADT, truck percentage, and axle configurations of each truck type, and annual average traffic growth rate. (f) Design coefficients in the AASHTO design calculations. (g) Proposed asphalt concrete (AC) depth and crushed base aggregate thickness must meet minimums as shown in Table 13. Minimum AC depth shall be no less than 4 inches. (3) The analysis and design proposals are subject to approval by the County Engineer or designee. (4) Paving material shall must be asphalt concrete. The use of alternative paving materials such as Portland cement concrete may be used only if approved through the design deviation approval process pursuant to LC 15.709.


15.708 Lane Code 15.708

January 11, 2018 15-66 LC15

(5) The minimum pavement standards in LC 15.707(6) apply to Local Roads when existing ADT is less than 400, or projected ADT is less than 400 when new development subject to land use approval pursuant to LC Chapter 14 is proposed. (6) The roads specified in LC 15.707(5) shall must be developed according to the requirements in the table below.

Table 13: Minimum Pavement Structure for Roads Specified in LC 15.707(5)

Land Use Residential Other AC 42” 42”

Base 12” 15” (7) For roads listed in LC 15.707(5), if a pavement structure design less than the minimum standard of Table 13 is proposed, it must be substantiated by testing and approved pursuant to LC 15.707(2) through (4) above. (78) The developer is responsible for all pavement structure testing requirements. (Revised by Ordinance 10-04, Effective 6.4.04) 15.708 Turnaround Areas.

(1) Turnarounds are required on dead-end roads over 200 feet in length. If insufficient right-of-way exists to construct a turnaround to the required specifications, a temporary, non-exclusive easement dedicated to the public will be required on the property to be developed or other property where the turnaround will be located, to provide for improvement and maintenance of the required turnaround area. The easement may be removed when and if the road is extended. (a) Cul-de-sacs. A cul-de-sac is a “bulb”-shaped design at the closed end of a dead-end road that allows vehicles to turn around without backing up. Diagram 6 in LC 15.710 illustrates the cul-de-sac design standard. (i) Cul-de-sacs shall must have a minimum 36 foot improved surface turning radius with sufficient right-of-way to provide improvements matching those of the intersecting road, except that bicycle facility improvements are not required within the cul-de-sac. (ii) The minimum radii of the intersecting road and cul-de-sac turnaround shall be a minimumis 20 feet. (iii) Other designs will be considered provided they allow for 40 foot long, single turning axis emergency vehicles to turn around without backing up. (iv) The road intersecting the cul-de-sac shall must meet the applicable road design standards for its functional classification. (b) Hammerhead Turnarounds. Hammerhead turnarounds consist of a “three-legged” road design generally shaped like a “T” at the closed end of a dead-end road, that allows vehicles to turn around with minimal backing up. Diagram 7 in LC 15.710 illustrates minimum dimensions required for hammerhead turnarounds. (i) The hammerhead turnaround area extends from an intersecting dead-end road and may include a driveway as one of the three road legs. No gate or fencing is allowed across the driveway within the turnaround area. (ii) Hammerhead turnarounds shall must be designed to allow large emergency equipment to negotiate a maximum three-point turning on dead-end roads. (iii) One of the following combinations of road width and radius dimensions shall must be used:


15.709 Lane Code 15.709

January 11, 2018 15-67 LC15

(aa) The “T” at the terminus of the hammerhead shall must be a minimum 100 feet in length. Each of the three legs shall must be a minimum 20 feet in width, and the radii of the intersecting road and hammerhead shall must be 30 feet; or (bb) The “T” at the terminus of the hammerhead shall must be a minimum 115 feet in length. Each of the three legs shall must be a minimum 12 feet in width, and the radii of the intersecting road and hammerhead shall must be 50 feet; or (cc) Other designs will be considered provided they allow for three-point turnarounds by 40 feet long, single axle turning emergency vehicles. (iv) The road intersecting the hammerhead turnaround shall must meet the applicable standards for its functional classification. The hammerhead road surface shall must match the surface of the intersecting road and shall have adequate right-of-way to provide improvements matching those of the intersecting road, except that bicycle facility improvements are not required in the hammerhead turnaround. (Revised by Ordinance 10-04, Effective 6.4.04) 15.709 Deviations From Design Standards and Facility Permit Requirements.

(1) Applicability. Deviations may be sought from the minimum Road Design Standard requirements specified in LC 15.700 through LC 15.708, and from the Facility Permit requirements in LC 15.205 through LC 15.210 pursuant to this section. (a) Deviations may be sought based upon the following considerations: (i) Design requirements would result in the need for a Variance to a requirement of other sections of Lane Code if the deviation is not granted; (ii) Design requirements would result in an inconsistency with other requirements of Lane Code if the deviation is not granted; (iii) Topography or slope constraints; (iv) Proximity of existing homes/structures; (v) Presence of existing significant trees or other vegetation; (vi) The presence of a significant natural resource constraint including the presence of: (aa) wetlands designated in the National Wetlands Inventory; (bb) wildlife habitat for sensitive, threatened, or endangered species listed in a federal, state, or local inventory; (cc) riparian vegetation within a riparian setback area specified in LC 16.253(2); (dd) areas within the floodway as designated on federal floodplain maps; (ee) other significant natural resource areas if designated on an adopted local natural resource inventory. (vii) Historic resources listed in an adopted state or local inventory or officially designated as a state or federal historic landmark; (viii) Insufficient right-of-way, and inability to obtain additional right-of-way; (ix) Adopted Board decisions, including those found in project specific Design Concept and Findings documents; (x) Other site specific circumstances. (b) Deviations shall must not compromise safety and sound engineering practices. (c) A request for a deviation shall will not be permitted if the standards in question are required as a condition of approval of a land use decision. In that case, the process outlined in LC Chapter 14 for requesting a reconsideration modification or appeal of the land use decision will be necessary.


15.709 Lane Code 15.709

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(2) Procedure for Reviewing a Deviation Request. The following process shall must be followed when a deviation to the facility permit or design standards is sought. (a) Preliminary Assessment. The purpose of the preliminary assessment is to determine the validity of the deviation request based upon applicability requirements and considerations specified in LC 15.709(1). A preliminary assessment meeting with Public Works staff may be required to ensure that the applicant understands the design standard deviation request process, and to ensure that County staff understand the nature of the requested design standard deviation. (b) Application. (i) After any required preliminary assessment has been completed, an application for a design standard deviation may be submitted for review with the applicable fee. Supporting materials must demonstrate consistency with requirements in LC 15.709(2)(c) below. (ii) Public Works Engineering Division staff will review the application for completeness. If additional information is needed from the applicant, the County shall will request the information in writing within 14 days of application and fee submittal. (iii) Additional materials may be requested of the applicant, including written information to address issues of concern that may be related to the request. (iv) Supplemental documentation may be required depending on site-specific circumstances as determined by the County Engineer or designee, as follows: (aa) Traffic and Crash Experience Analysis – The level of information and analysis must be sufficient to document that the proposed design deviation will not significantly affect safety. (bb) Impacts on regulated natural resources – Documentation must be of sufficient detail to determine potential impacts on regulated water and wildlife resources such as wetlands, aquifers, fish bearing water bodies, and species listed as threatened or endangered on federal or state inventories, if the deviation is approved. Any required permits from federal, state and local agencies shall must be obtained prior to initiation of construction if the deviation is granted. (cc) Costs - The analysis must be of sufficient detail to compare project costs with and without the proposed design standard deviation(s). (dd) Proposed Mitigation – Propose potential mitigation measures, how they would be implemented, and the time line for implementation, to off-set potential safety reductions of the proposed design deviation. (ee) Site plans - showing previous lot configurations, structures or development. (v) If additional information is requested from the applicant, it shall must be submitted within 30 days from the date the request for additional information was mailed. (c) Requirements for Granting a Deviation. (i) The safety and function of the road system shall notcannot be compromised by the proposed deviation, based upon accepted engineering practices; (ii) The deviation cannot significantly increase maintenance costs; (iii) The deviation will not result in an inconsistency with other standards found in Lane Code; and (iiiiv) The deviation, if approved, will not result in the need for a Variance to any other applicable Lane Code requirement; or (iv) The deviation is for a project initiated by the County and the Board recommends the deviation.


15.710 Lane Code 15.710

January 11, 2018 15-69 LC15

(d) Review and Decision. (i) As necessary, a deviation review committee shall will convene to review the design standard deviation request. As appropriate, the committee will may consist of representatives from agencies within and outside the County with jurisdiction in the area of the request. The committee will make a recommendation to the County Engineer or designee whether to accept, deny, or modify the request. The recommendation shall will be based upon requirements of LC 15.709(2)(c) above. (ii) The County Engineer or designee will review the deviation request and make a decision in writing and mail the decision to the applicant within 30 days from the date the application is deemed complete. If there is a committee review of the deviation request, the County Engineer or designee will make a decision in consideration of the committee’s recommendation. (iii) The County may assign conditions and require mitigation to ensure the continued safe and efficient operation of the road system if the request for a deviation is granted. (e) Reconsiderations and Appeals. (i) The applicant may appeal the initial County Engineer decision to the Director. Appeals shall must be in writing and submitted with the applicable fee. Appeals shall must be submitted within 30 days of the date the decision was mailed to the applicant. (ii) Appeals shall must be submitted with written arguments and supporting materials explaining how the County erred in its conclusions that the requirements of LC 15.709(2)(c) have not been met, or erred in assigning conditions to ensure safe and efficient operation of the road. (iii) Upon receipt of the appeal, the County Engineer or designee may decide to reconsider the decision. Reconsideration shall will be reviewed and acted upon within 14 days of receipt of the request. If the County Engineer or designee decides not to reconsider the decision, the appeal shall beis then reviewed and acted upon by the Director within 30 days of receipt of the request. (iv) Further appeals shall beare directed to the Board. Appeals to the Board shall will be heard at a regularly scheduled Board meeting no later than 60 days after the appeal is filed. The appeal shall must be filed with the applicable fee and presented to the Board by Department staff in a written report of relevant facts according to the County Administrative Procedures Manual, and Process For Submitting Agenda Items For Consideration At Board Of County Commissioners' Meetings., and tThe appellant shall will have an opportunity to present information at the Board meeting. Appeals shall be accompanied by the applicable fee. (3) Applications shall must be properly submitted and approved by the County prior to incorporation of design features into final project plans and/or related documents. Any required conditions of approval and mitigation shall must be incorporated into final project plans and related documents. (Revised by Ordinance 10-04, Effective 6.4.045.5.04) 15.710 Road Design Standard Diagrams. The Road Design Standard Diagrams found in this section illustrate the requirements of LC 15.700 through LC 15.708. The text in LC 15.700 through 15.708 shall supersedes the diagrams if an inconsistency exists or if an interpretation is needed. (Revised by Ordinance 1-75, Effective 3.15.75; 10-04, 6.4.045.5.04)


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15.715 Lane Code 15.900

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SIDEWALKS

15.715 Sidewalk Maintenance and Liability.

The maintenance responsibility and liability of sidewalks shall be asare defined in ORS 368.910 or any other applicable statute. (Revised by Ordinance No. 1-75, Effective 3.15.75) 15.720 Prohibited Activities and Uses. (1) Any activity or use which might obstruct or otherwise impede the normal passage of pedestrians and bicycles on sidewalks shall beis prohibited. Such activities or uses shall include, but are not be limited to, the following: (a) The parking of a motor vehicle on or over any portion of a sidewalk. (b) The dumping, depositing or placing of refuse, leaves or snow upon a sidewalk. (c) The sale or display of merchandise on or near a sidewalk in such a way that the merchandise or prospective buyers of it might impede or obstruct the passage of pedestrians. (d) The growth of trees, bushes or other plants in such a way that any part of the plant growing on or over a sidewalk might impede or obstruct the passage of pedestrians or bicycles. (2) The use of motorized vehicles, horse-drawn vehicles or horses on any sidewalk is prohibited, except where sidewalks must be crossed in order to gain access to a driveway, road, street, alley or parking area. Nonmotorized vehicles such as bicycles may be used on sidewalks for normal passage. The users of such vehicles shall must not operate them in such a manner as to impede, hazard or prevent the normal passage of pedestrians. (3) Notwithstanding LC 15.720(2), motorized wheelchairs are permitted on sidewalks. (Revised by Ordinance No. 1-75, Effective 3.15.75; 10-04, 6.4.04) 15.730 Sidewalk Design and Construction Specifications.

Sidewalks shall must be designed and constructed in conformance with the Road Design Standards in this chapter and the specifications of the County Public Works Engineering Division. (Revised by Ordinance No. 1-75, Effective 3.15.75; 10-04, 6.4.04)

STATUTORY WAYS OF NECESSITY 15.800 Jurisdiction.

(1) The Board divests its jurisdiction to hear Statutory Ways of Necessity and transfers that function to the Circuit Court. (2) In addition to the filing fee prescribed by the Circuit Court, the deposit provided by ORS 376.165 shall beis $1,000. (3) The Director and the County Surveyor, or their designees, shall will assist the Circuit Court and perform the duties prescribed in ORS 376.150 to 376.200. (Revised by Ordinance No. 24-82, 12.10.82; 10-04, 6.4.04)

GENERAL VARIANCE PROVISIONS 15.900 General Variance Provisions.

(1) Purpose. The purpose of a Variance is to provide relief from the provisions of Chapter 15 when a strict application of the requirements would impose unusual practical


15.950 Lane Code 15.950

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difficulties or unnecessary physical hardship on the applicant. Practical difficulties and unnecessary hardships may result from the size, shape or dimensions of a site or the location of lawfully existing structures thereon, from geographic, topographic or other physical conditions on the site or in the immediate vicinity, or from population densities, street location or traffic conditions in the immediate vicinity. (2) Criteria. Variances, as provided in this chapter, to access, building line setback and dedication and improvement requirements may be granted only if, on the basis of the application, investigation and evidence submitted, the following expressly written findings are made: (a) That a strict or literal interpretation and enforcement of the specified requirement would result in practical difficulty or unnecessary hardship and would be inconsistent with the objectives of this chapter, or (b) That there are exceptional or extraordinary circumstances or conditions applicable to the property involved or to the intended use of the property which do not apply generally to other properties in the same vicinity, or (c) That strict or literal interpretation and enforcement of the specified regulation would deprive the applicant of privileges legally enjoyed by the owners of other properties in the same vicinity, and (d) That the granting of the modification will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the near vicinity. (e) In addition to the criteria specified in this section, a Variance to access requirements specified in LC 15.130 through LC 15.139 shall must comply with the additional requirements specified in LC 15.140. (3) Effect on Substantially Identical Variances to Other County Regulations. (a) A Variance granted by authority of this chapter eliminates the necessity of obtaining approval of a substantially identical or less extensive Variance or modification to other chapters of Lane Code, and would constitute a Variance of that chapter. (b) A Variance shall not beis not required to the frontage or setback requirements of this chapter for any subdivision or partitioning receiving final approval in accordance with the provisions of LC Chapter 13 (Land Divisions) when the requirements to be modified are specifically incorporated within the finally approved subdivision or partitioning. (4) Conditions. Reasonable conditions may be imposed in connection with a Variance as deemed necessary to protect the best interests of the surrounding property or neighborhood and otherwise secure the purpose and requirements of this section. Guarantees and evidence may be required that such conditions will be and are being complied with. (5) Application and Review. Application for a Variance shall mustbe made as provided by LC 14.050 and shall be reviewed and processed as a Planning Director Special Use Permit pursuant to the requirements of LC 14.100according to the Type II pursuant to LC Chapter 14. (Revised by Ordinance No. 6-75, 3.26.75; 10-76, 1.1.77; 5-80, 6.27.80; 5-81, 4.8.81; 6-82, 4.16.82; 10-04, 6.4.04)

ENFORCEMENT

15.950 Enforcement Requirements.

(1) Title, Purpose, and Applicability. The provisions of this section shall beare known as the Enforcement Requirements. The purposes of these requirements is to ensure compliance with the requirements of this chapter.


15.955 Lane Code 15.955

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(2) Official Action. All officials, Departments, and employees of Lane County vested with authority to issue permits, certificates, or licenses, shall must adhere to and require conformance with the requirements of this chapter. (3) Inspection and Right of Entry. Whenever they shall have cause to suspect any failure to comply with any provision of this chapter, or when necessary to investigation of an application for or revocation of any discretionary or administrative approval under any of the procedures prescribed in this chapter, officials responsible for enforcement or administration of this chapter, or their duly authorized representatives, may enter on any site or into any structure for the purpose of investigation, provided they shall do so in a reasonable manner. No secured building shall may be entered without the consent of the owner or occupant unless under authority of a lawful warrant. (4) Stop Work Orders. Whenever any work is being done contrary to provisions of this chapter or an approved discretionary permit issued pursuant to the requirements of any of the sections of this chapter, or the Director has probable cause to believe that any other provision of the Lane Code is not being complied with in connection with the project of which the work being performed is a part, the Director may order the work stopped by notice in writing, posted on the project, or served on any person engaged in the doing or causing of such work to be done. Upon posting or service of notice, all persons engaged in doing or causing the work to be done shall must immediately stop such work until authorized by the Director to proceed. (5) Abatement. Any use which is established, operated, erected, moved, altered, enlarged, painted, or maintained contrary to the requirements of this chapter shall be and is hereby declared to be unlawful and a public nuisance, and may be abated as such. (6) Enforcement Official. It shall beis the duty of the Director to enforce the provisions of this chapter. The enactment of this chapter shall does not invalidate any prior existing, or future prosecutions for violations, or failures to comply, that may have been committed under previous applicable County ordinances then in effect. (7) Legal Proceedings by District Attorney. In addition to the enforcement provisions of this chapter, upon request of the Director, the District Attorney or County Counsel may institute any additional proceedings, including but not limited to, seeking injunctive relief to enforce the provisions of this chapter. (8) Remedies Cumulative. It is the intent of this chapter that the remedies provided be cumulative and not mutually exclusive. (Revised by Ordinance No. 1-93, Effective 4.16.93; 1-00, 4.12.00; 10-04, 6.4.04) 15.955 Failure to Comply.

Failure to comply with any of the requirements of this chapter may be subject to an administrative civil penalty as provided by LC 5.017. Failure to comply with a Condition of an approved Special Use application or other discretionary permit issued pursuant to the requirements of any of the sections of this chapter is also subject to an administrative civil penalty. Continued failure to comply with this chapter after 10 days from mailing of the notice of failure to comply by registered or certified mail to the last known address of the alleged responsible person or after personal service, and continued failure to comply after an order has been entered, constitute a separate failure to comply for each day the occurrence continues. The Director hasshall have the authority to issue a notice of failure to comply. (Revised by Ordinance No. 1-93, Effective 4.16.93; 1-00, 4.12.00; 10-04, 6.4.04)


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Memorandum Date: October 22, 2019 Meeting Date: November 6, 2019 TO: Transportation Advisory Committee (TrAC) DEPARTMENT: Public Works PRESENTED BY: Matt Tarnoff, Road Maintenance Planner AGENDA ITEM: Ice and Snow Removal Plan, Policy

I. ACTION Road Maintenance Planning requests TrAC feedback on an established ice and snow removal plan and over-arching policy that identifies how priorities are determined, the delineation of actions and other pertinent guiding principles involved in maintaining county roadway facilities during cold weather climatic events.

II. BACKGROUND

Lane County Public Works Road Maintenance staff prepared, implemented, and continues to develop the Ice and Snow Removal Plan. Staff reviewed other public agency plans including those of Oregon Department of Transportation, Deschutes County, Benton County, Siskiyou County (CA), City of Eugene, & City of Portland.

The first Lane County Public Works “Ice and Snow Removal Plan” was put in place in 1994 and revised in 2002, 2003, 2005, 2009, & 2015.

On January 29th, 2003, the Roads Advisory Committee (now known as the TrAC) reviewed and approved the plan with a recommendation that it be presented to the BCC. Past Road Maintenance employees gathered information to compile board packets in 2004 and 2005. No apparent evidence exists that past BCC members were ever presented with this information.

III. RECOMMENDATION / NEXT STEPS The existing plan (March 2015 rev.) is under review for updates and changes. It is recommended that TrAC members review the highlighted sections (loosely known as the Ice and Snow Policy) of the attached “Ice and Snow Removal Plan, March 2015-1 (Highlighted)” and submit comments and/or requests for additions or changes to the text and concepts. Road Maintenance staff seeks a recommendation that the Board of County Commissioners approve the underlying policy of the Ice and Snow Removal Plan.

IV. ATTACHMENTS

Ice and Snow Removal Plan, March 2015 (highlighted version)


ICE AND SNOW REMOVAL PLAN

LANE COUNTY

PUBLIC WORKS

ROAD MAINTENANCE OPERATIONS POLICY

March 2015


LANE COUNTY PUBLIC WORKS ICE AND SNOW REMOVAL PLAN – ROAD MAINTENANCE OPERATIONS POLICY

POLICY NEED The Lane County Public Works Department has established an ice and snow removal operations policy in order to efficiently use its resources and effectively respond to snow and ice conditions that cause unsafe driving conditions. PURPOSE STATEMENT

To provide a uniform policy, procedure, and level of service for snow removal and ice control operations on the Lane County road system. GOALS 1. To provide access for emergency vehicles to as much of the County as possible. 2. To prioritize and define the appropriate level of service to be provided by the County Road Maintenance Department in response to snow and ice accumulations on County roads. 3. To mitigate unsafe road surface conditions to the greatest extent possible with available

resources. 4. Identify service level priorities by location and function of County roads. PROCEDURE

The Public Works Director or designee has primary responsibility to take all reasonable and prudent steps to satisfy this policy consistent with resources available and accessibility by County equipment. SERVICE PRIORITIES

Roads will be cleared and maintained based on service level priority. The following factors were taken into consideration in establishing service priorities. 1. Road Functional Class. 2. Traffic Volumes. 3. Availability of alternate routes. 4. Steep grades, sharp curves, intersections, or potentially hazardous areas. 5. Roads with adequate room to turn County equipment around. 6. Emergency vehicle accessibility. Snow plowing and sanding activities will be accomplished by service level priority. Road service priorities are designated as level one (1) through level four (4) with level one as the highest priority. Service levels are further defined in ice and snow removal priority.

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The snow removal and ice control priority list and map identify priority levels. The list and map will be reviewed every three (3) years and updated as needed. The Public Works Director or designee may make discretionary changes to the service priority of any road when in his/her judgment conditions require such actions.

COMMUNICATIONS Communications within the Department and between the Department and other agencies are important in providing information to execute this plan.

Notice of adverse road conditions may be received by the Department from observations of department employees, telephone calls from private citizens to the Public Works Department or Sheriff’s Department, or notification from the 911-dispatch center. Response to these notices shall be in accordance with the plan.

Anyone may call to report problems or concerns to the Public Works Department during business hours (Monday through Friday, 9 a.m. to 4 p.m.) at 541-682-6900, or by contacting the Sheriff’s non-emergency number after hours, weekends, and holidays at 541-682-4150. CALL OUT CRITERIA The Emergency On-Call Personnel list is updated by Public Works staff once a month. . The Sheriff’s Department dispatch will call the Emergency On-Call Road Maintenance Supervisor/designee to inspect a road to determine whether snow and ice control operations are needed. SNOW PLOWING The snow removal plan will be activated when the snow accumulation reaches three (3) inches on County roads and it is continuing to snow. SANDING APPLICATION PRIORITY In the event of a countywide condition of ice build-up, the priority for sanding application will be the same as it is for snow removal.

In accordance with this plan, traction materials and anti-icing materials will be applied only to intersections where vehicle stops are required, and to steep grades, curves and bridges. If the Department receives actual notice of an area that would benefit from the application of traction materials, the Maintenance Supervisor shall evaluate the need in accordance with the priorities of this plan. Sanding material will not be applied to straight level roads. During snow events, sanding materials will be applied only after plowing operations have ended. ANTI-ICING APPLICATION PRIORITY Roadway anti-icing is the application of chemicals that retard the formation of ice or the development of bond between snow and the roadway surface. This is achieved by the application of a chemical freezing-point depressant. The technology uses various solutions of calcium magnesium acetate applied to the roadway prior to moisture reaching the freezing point. In light or moderate snowstorms the freezing point can be depressed to as low as minus 10 degrees Fahrenheit.


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CLEAN-UP Residual sweeping/flushing of sand from roads and on-street bicycle lanes will be a priority and will be performed as soon as reasonably possible after the event. This will be accomplished using the same service priority level established by the snow and ice plan.

BIKEPATHS The County will not plow or sand bike paths that are separate from the roadway. The County will attempt to plow and sand on-street bicycle lanes. LOCAL ACCESS ROADS Local Access Roads are public roads that are not maintained by the County. Snow and ice control operations will not be performed on local access roads. SNOW REMOVAL POLICY ON MAILBOXES, DRIVEWAYS AND SIDEWALKS In the process of snow removal, mailboxes may be damaged or access to mailboxes obstructed, driveways may be closed and sidewalks may be covered. It is the responsibility of the abutting landowner to remove such snow. Only mailboxes physically hit by County equipment will be reinstalled. Mailboxes knocked down by flying snow will not be reinstalled. It is the responsibility of the property owner to provide clear access up to the mailbox for the postal carrier. The County is not responsible for opening driveways that have access onto County roads. This is the responsibility of the property owner. Property owners should not move snow onto the public roadway. PROPERTY DAMAGE Public Works is not responsible for damage to privately owned landscaping or structures, including but not limited to fences, signs, curbs, and wires that are installed within the public right-of-way. DAMAGE PRECAUTIONS

Signs and posts – Caution will be taken to avoid damage to signs, mailboxes, posts, and delineators during snow removal. Buildings – Snowplow operators will reduce speed where adjacent buildings or facilities might be damaged by the flying snow.

Parked and/or Unattended Vehicles – Care will be exercised in removing snow in the vicinity of vehicles parked adjacent to County roads. Even though vehicles are illegally parked on the travel way, reasonable care will be taken consistent with the necessity of completing the required work.


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Vehicles parked and unattended in the right-of-way are left at the owner’s risk. Any damage to vehicle is the owner’s responsibility and will not be paid by the County ( i.e., paint damage by sanding operations will not be repaired or paid). SNOW REMOVAL PRIORITY Snow plowing activities will be accomplished by priority in so far as practicable, as described by the following levels. For all levels, efforts may be discontinued when blizzard or other severe forms of weather make operation of maintenance equipment and motor vehicles unreasonable and unsafe. PRIORITY 1 Road Type: Roads that fall under this level are generally major transportation routes such as arterial and major collector roads that carry moderate to high volumes of traffic. A few roads at this level may be placed at a level 2 priority when an alternative route is available, the road has a low residential density, and storm intensity requires greater effort on the more significant transportation routes. Control Efforts: Maintain two lanes of traffic during the storm. Remove snow through the duration of storms to keep roads open to traffic and provide a reasonable surface on which to operate with approved traction devices.

When effective, apply abrasives to enhance traffic safety on steep grades, sharp curves, bridge approaches, decks, and intersections. PRIORITY 2 Road Type: Roads that fall under this level are generally major collector routes carrying moderate volumes of traffic. Some steep roads serving residential areas, which require early plowing for public safety access, may be included in this level.

Some roads exhibiting these characteristics may be placed at a level 3 priority when an alternative route is available and/or the road has a low residential density.

Control Efforts: When personnel and equipment are available, remove snow during the storm to keep the roads open for two lanes of traffic.

PRIORITY 3 Road Type: Roads that fall under this level are minor collector routes, urban residential roads, and rural local roads that typically carry moderate to low volumes of traffic. Control Efforts: Snow removal shall be accomplished during regularly scheduled work hours when personnel and equipment are available.


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PRIORITY 4 Road Type: Roads that fall under this level are gravel roads that carry low volumes of traffic or roads without residents such as park roads.

Control Effort: Snow removal shall be accomplished during regularly scheduled work hours when personnel and equipment are available.

MAINTENCE ZONE DESCRIPTIONS The map and Maintenance Zone boundaries described below shall be used in conjunction with the list that follows.

The list provided includes only the roads within the operational maintenance of Lane County and does not include roads that are maintained by other agencies such as a City or State.

A. Maintenance Zone 1 – Eugene/Springfield metro areas, Coburg, McKenzie & Marcola B. Maintenance Zone 2 – Cottage Grove, Creswell, Saginaw & Lorane C. Maintenance Zone 3 – Dexter, Pleasant Hill, Lowell, Westfir & Oakridge D. Maintenance Zone 4 – Veneta, Junction City, Noti, Cheshire & Triangle Lake E. Maintenance Zone 5 – Florence, Mapleton, Swisshome & Deadwood


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ROAD

ID ROAD NAME BMP EMP

SNOW

PRIORITY

MAINT

ZONE BEGIN END

105800 DEERHORN RD 0 7.206 1 1 MCKENZIE HWY, 126 BRIDGE ST

106000 BRIDGE ST 0 0.295 1 1 HOLDEN CR LN DEERHORN RD

108000 HOLDEN CR LN 0 0.157 1 1 MCKENZIE HWY, 126 BRIDGE ST

110000 RIVER RD 0 9.377 1 1 HWY 99W AZALEA DR

120000 S. WILLAMETTE ST 4.16 6.522 1 1 52ND AVE FOX HOLLOW RD

121000 NORTHWEST EXPRESSWAY 2.568 4.749 1 1 MAXWELL RD PRAIRIE RD

121500 BAILEY HILL RD 1.66 4.616 1 1 BERTELSEN RD LORANE HWY

122000 GIMPL HILL RD 0 4.808 1 1 BAILEY HILL RD PINE GROVE RD

125000 LORANE HWY 1.85 14.174 1 1 CHAMBERS ST TERRITORIAL HWY

125200 CREST DR 0 0.873 1 1 LORANE HWY BLANTON RD

125400 CHAMBERS ST 0 0.204 1 1 CREST DR LORANE HWY

125600 BLANTON RD 0 2.097 1 1 CREST DR LORANE HWY

127300 MCBETH RD 0 3.604 1 1 LORANE HWY FOX HOLLOW RD

128000 FOX HOLLOW RD 6.442 9.329 1 1 S. WILLAMETTE ST CLINE RD

150000 COBURG RD 4.43 12.883 1 1 UGB (EUG) ECM - LINN COUNTY

159500 MCKENZIE VIEW DR 0 6.099 1 1 COBURG RD HILL RD

163900 PEARL ST 0 0.635 1 1 COBURG RD I 5 RAMPS

170700 NORTH DELTA CONNECTOR 0 0.117 1 1 N. DELTA HWY DELTA COMPLEX

174000 DELTA HWY (S BND) 0 1.987 1 1 GREEN ACRES RD DELTA HWY CONN #4

174010 DELTA HWY (N BND) 0 1.987 1 1 GREEN ACRES RD DELTA HWY CONN #4

181800 GLENWOOD BLVD 0 0.368 1 1 MCKENZIE HWY, 126 ECM

185000 30TH AVE 0.127 2.109 1 1 MCVAY HWY -HWY 99 CITY LIMITS (EUG)

185400 GONYEA RD 0 0.595 1 1 30TH AVE NW RP 21 ECM - PVT RD

190000 MARCOLA RD 1.796 20.645 1 1 CITY LIMITS (SPR) ECM - LINN COUNTY

193000 CAMP CR RD 0 8.416 1 1 MARCOLA RD MCKENZIE HWY, 126

194500 OLD MOHAWK RD 0 1.433 1 1 MARCOLA RD HILL RD

195600 HILL RD 0 4.572 1 1 OLD MOHAWK RD MARCOLA RD

196600 PARSONS CR RD 0 3.403 1 1 MARCOLA RD END

197500 WENDLING RD 0 1.6 1 1 MARCOLA RD ECM - PVT LOG RD

199700 S. 57TH ST 0 0.241 1 1 MT VERNON RD ECM

315000 BEACON DR (E) 0 0.749 1 1 RIVER RD SCENIC DR

315600 BEACON DR (W) 0 1.172 1 1 RIVER RD PRAIRIE RD

319500 IRVINGTON DR 1.412 1.479 1 1 NW EXPRESSWAY PRAIRIE RD

326800 IRVING RD 0 0.454 1 1 RIVER RD HWY 99W

332000 HUNSAKER LN-BEAVER ST 0 1.141 1 1 RIVER RD DIVISION AVE

343500 E. ENID RD 0 0.912 1 1 HWY 99W PRAIRIE RD

344000 AWBREY LN 0 1.587 1 1 PRAIRIE RD GREEN HILL RD

347000 PRAIRIE RD 0.118 8.03 1 1 MAXWELL RD ECM - DEAD END

350600 PRAIRIE RD CONN 0 0.05 1 1 PRAIRIE RD HWY 99W

777700 IRVINGTON DR 0 1.412 1 1 RIVER RD NW EXPRESSWAY

788700 DIVISION AVE 0.469 1.018 1 1 ROSS LN DIVISION (NE RAMP)

128000 FOX HOLLOW RD 0 6.442 1 1 LORANE HWY S. WILLAMETTE ST

100300 S. 02ND ST 0.355 0.879 2 1 CITY LIMITS (SPR) HARBOR DR

103500 THURSTON RD 0 1.877 2 1 MCKENZIE HWY, 126 ECM - CITY LIMITS (SPR)

105000 CEDAR FLAT RD 0 2.28 2 1 MCKENZIE HWY, 126 ECM - DEAD END

105600 TIKI LN 0 0.424 2 1 DEERHORN RD ECM - DEAD END

105700 CHITA LOOP 0 0.435 2 1 TIKI LN ECM - DEAD END

105900 BOOTH KELLY RD 0 1.44 2 1 DEERHORN RD ECM - (GATE)

107400 TONGA LN 0 0.47 2 1 CHITA LOOP BOOTH KELLY RD

109400 GOODPASTURE RD 0 5.03 2 1 MCKENZIE HWY, 126 GOODPASTURE RD

109700 N. GATE CR RD 0 2.417 2 1 MCKENZIE HWY, 126 ECM - BLM # 16-2-26.1

110100 EAGLE ROCK PL 0 0.245 2 1 EAGLE ROCK DR CUL DE SAC

110200 BLUE RIVER RD 0 1.64 2 1 BLUE RIVER DR ECM - USFS #

110500 BLUE RIVER DR 0 1.555 2 1 MCKENZIE HWY, 126 MCKENZIE HWY, 126

110600 ELK CR RD 0 0.378 2 1 BLUE RIVER DR ECM - DEAD END

110700 EAGLE ROCK DR 0 0.11 2 1 MCKENZIE HWY, 126 EAGLE ROCK PLPage 6 of 39TrAC November 6, 2019 Meeting -

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111200 MCKENZIE RIVER DR 0 3.034 2 1 MCKENZIE HWY, 126 MCKENZIE HWY, 126

111600 W. KING RD 0 1.758 2 1 MCKENZIE RIVER DR COUGAR DAM RD

111610 W. KING RD (Y) 0 0.02 2 1 W. KING RD COUGAR DAM RD

111800 E. KING RD 0 4.012 2 1 W. KING RD HORSE CR RD

112800 NORTH BANK RD 0 2.15 2 1 MCKENZIE HWY, 126 ECM - USFS #280

113000 HORSE CR RD 0 4.243 2 1 MCKENZIE HWY, 126 ECM - USFS # 2638

127306 MCBETH RD (Y) 0 0.024 2 1 MCBETH RD FOX HOLLOW RD

152600 HAYDEN BR RD 0 1.037 2 1 07TH ST 19TH ST

152800 GAME FARM RD 0 0.891 2 1 HARLOW RD END

153900 YOLANDA AVE 0.465 0.83 2 1 19TH ST CITY LIMITS (SPR)

155100 HAYDEN BR RD 0 0.185 2 1 23RD ST ECM - DEAD END

161000 N. COBURG RD 0 4.115 2 1 COBURG RD ECM - LINN COUNTY

163000 COBURG BOTTOM LP 0 2.865 2 1 COBURG RD COBURG RD

163500 HAYDEN BR WAY 0.172 0.725 2 1 ROUNDABOUT 07TH ST

164000 POWER LINE RD 0 2.53 2 1 COBURG RD ECM - LINN COUNTY

164005 POWER LINE RD (Y) 0 0.067 2 1 COBURG RD POWER LINE RD

166001 WILLAG RD NEE RAMP #10 0 0.205 2 1 WILLAGILLESPIE RD DELTA HWY (N BND)

166100 WILLAGILLESPIE CONN #1 0 0.121 2 1 DELTA HWY RAMP 11 WILLAGILLESPIE RD

171000 N. GAME FARM RD 0.61 1.69 2 1 CITY LIMITS (EUG) COBURG RD

171000 N. GAME FARM RD 0.413 0.61 2 1 I-5 (N. BND) CITY LIMITS (EUG)

174003 DELTA HWY S SW RAMP 31 0 0.305 2 1 DELTA HWY (S BND) GOODPASTURE IS LP

174004 DELTA HWY S SE RAMP 40 0 0.256 2 1 DELTA HWY (N BND) GOODPASTURE LP E

174005 DELTA HWY S NE RAMP 11 0 0.276 2 1 DELTA HWY (N BND) VALLEY RIVER DR

174006 DELTA HWY S NWW RP 20 0 0.256 2 1 DELTA HWY (S BND) VALLEY RIVER DR

174101 VALLEY RIV DR NW RP 21 0 0.288 2 1 VALLEY RIVER DR DELTA HWY (S BND)

174102 VALLEY RIV DR SW RP 30 0 0.458 2 1 VALLEY RIVER DR DELTA HWY CONN #3

174201 GOODPASTURE LP E NE 10 0 0.284 2 1 GOODPASTURE LP (E) DELTA HWY (N BND)

174401 GOODPASTURE LP SWW 30 0 0.381 2 1 GOODPASTURE IS LP DELTA HWY (S BND)

180900 23RD ST 0 0.252 2 1 YOLANDA AVE HAYDEN BR RD

181000 HAYDEN BR RD 0 1.452 2 1 23RD ST CITY LIMITS (SPR)

181000 HAYDEN BR RD 1.452 1.536 2 1 CITY LIMITS (SPR) MARCOLA RD

182400 FRANKLIN BLVD FRONTAGE 0 0.379 2 1 FRANKLIN BLVD (E) FRANKLIN FRONTAGE

185001 30TH AVE NW RAMP #21 0 0.229 2 1 30TH AVE GONYEA RD

185002 30TH AVE SW RAMP #30 0 0.181 2 1 30TH AVE GONYEA RD

185003 30TH AVE NE RAMP #10 0 0.208 2 1 30TH AVE SPRING BLVD

185401 GONYEA RD NE RAMP #11 0 0.23 2 1 GONYEA RD 30TH AVE

185402 GONYEA RD SE RAMP #40 0 0.316 2 1 GONYEA RD 30TH AVE

189900 SPRING BLVD 0 0.103 2 1 .06 N 30TH AVE ECM - CITY STREET

189902 SPRING BLVD SE RAMP #40 0 0.331 2 1 SPRING BLVD 30TH AVE

191000 19TH ST 0 0.392 2 1 YOLANDA AVE ECM - CITY LIMITS

192500 31ST ST / 28TH ST 0.542 0.905 2 1 CITY LIMITS (SPR) HAYDEN BR RD

193200 UPPER CAMP CR RD 0 5.764 2 1 CAMP CR RD ECM - BLM #17-1-3

194500 OLD MOHAWK RD 1.433 3.152 2 1 HILL RD MARCOLA RD

194800 SUNDERMAN RD 0 2.728 2 1 MARCOLA RD MARCOLA RD

197500 WENDLING RD 1.6 4.024 2 1 MARCOLA RD ECM - PVT LOG RD

313000 SOVERN LN 0 1.54 2 1 RIVER RD PRAIRIE RD

315000 BEACON DR (E) 0.749 1.916 2 1 SCENIC DR RIVER LP #1

321400 WILKES DR 0 0.932 2 1 RIVER RD RIVER LP #1

344600 MEADOWVIEW RD (E) 0 1.162 2 1 HWY 99W PRAIRIE RD

345000 MILLIRON RD (E) 0 0.402 2 1 HWY 99W PRAIRIE RD

355100 LINK RD 0 0.737 2 1 PRAIRIE RD AWBREY LN

100400 HARBOR DR 0 0.903 3 1 S. 02ND ST ECM - DEAD END

100425 HARBOR DR (CUL) 0 0.015 3 1 HARBOR DR CUL DE SAC



100500 INLAND WAY 0 0.368 3 1 HARBOR DR HARBOR DRPage 7 of 39TrAC November 6, 2019 Meeting -

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ZONE BEGIN END

100550 INLAND WAY (CUL) 0 0.025 3 1 INLAND WAY CUL DE SAC




100600 NEPTUNE AVE 0 0.06 3 1 HARBOR DR INLAND WAY

100700 KREMONT AVE 0 0.074 3 1 HARBOR DR INLAND WAY

101000 S. 28TH ST 0.66 0.795 3 1 CITY LIMITS (SPR) S. M ST

101100 MEADOW GLEN DR 0 0.1 3 1 DEERHORN RD ECM - DEAD END

101300 S. M ST 0 0.223 3 1 S. 28TH ST S. 26TH ST

101400 S. 34TH PL 0 0.188 3 1 JASPER RD ECM - DEAD END

101500 S. 26TH ST 0 0.216 3 1 S. M ST GATE - SUB

101600 DONDEA ST 0 0.21 3 1 JASPER RD ECM - DEAD END

101620 DONDEA ST (CUL) 0 0.077 3 1 DONDEA ST CUL DE SAC



101700 LAUREL AVE 0 0.216 3 1 JASPER RD GARDEN AVE

102000 S. 39TH ST 0 0.387 3 1 JASPER RD HARMON LN

102030 S. 39TH ST (CUL) 0 0.026 3 1 S. 39TH ST CUL DE SAC



102100 BEN & KAY DORRIS WAYSD 0 0.329 3 1 MCKENZIE HWY, 126 END

102200 RICHLAND ST (LCR/LAR) 0 0.194 3 1 0.08 W 39TH ST S 0.03 E LONGRIDGE

102210 RICHLAND ST CUL 0 0.028 3 1 RICHLAND ST / LAR CUL DE SAC

102300 LONGRIDGE DR 0 0.024 3 1 S. 39TH ST ECM - DEAD END

102400 LONGRIDGE DR 0 0.216 3 1 RICHLAND ST / LAR S. 39TH ST

102450 LONGRIDGE DR (CUL) 0 0.042 3 1 LONGRIDGE DR CUL DE SAC

102500 PINYON ST 0 0.1 3 1 S. 40TH PL ECM - DEAD END

102600 OSAGE ST 0 0.098 3 1 S. 40TH PL ECM - DEAD END

102700 NORTH ST 0 0.123 3 1 FILBERT LN ECM - DEAD END

102800 S. 40TH PL 0 0.096 3 1 JASPER RD OSAGE ST

102900 CLEARWATER LN 0 0.512 3 1 JASPER RD CLEARWATER LN

103700 66TH ST 0.05 0.652 3 1 CITY LIMITS (SPR) ECM - PVT RD

103800 DIXIE DR 0 0.154 3 1 JASPER RD ECM - DEAD END

103900 WEAVER RD 0 0.36 3 1 THURSTON RD ECM - DEAD END

104000 COLE WAY 0 0.072 3 1 DIXIE DR ECM - DEAD END

104070 COLE WAY (CUL) 0 0.036 3 1 COLE WAY CUL DE SAC

104100 YORK LN 0 0.19 3 1 DEERHORN RD CUL-DE-SAC

104300 MT VERNON CEM RD 0 0.191 3 1 MT VERNON RD ECM - DEAD END

104500 DIAMOND ST 0 0.024 3 1 ROWAN AVE ECM - CITY LIMITS

104600 S. 79TH ST 0 0.536 3 1 MCKENZIE HWY, 126 ECM - GRAVEL RD

104700 RAYNER AVE 0 0.21 3 1 KELLOGG RD CUL-DE-SAC

104800 ROWAN AVE 0 0.195 3 1 RAYNER AVE CUL-DE-SAC

104900 DIAMOND ST 0 0.056 3 1 RAYNER AVE ROWAN AVE

105100 NATURE'S GARDEN ST 0 0.24 3 1 MCKENZIE HWY, 126 ECM - DEAD END

105200 FAWN WAY 0 0.153 3 1 DEERHORN RD ECM - DEAD END

105300 UPLAND ST 0 0.108 3 1 MCKENZIE HWY, 126 ECM

105400 E. CEDAR FLAT RD 0 0.594 3 1 CEDAR FLAT RD ECM - DEAD END

105500 FLOWERDALE DR 0 0.24 3 1 MCKENZIE HWY, 126 CUL DE SAC

105800 DEERHORN RD 7.206 9.9 3 1 BRIDGE ST ECM

106000 BRIDGE ST 0.295 0.555 3 1 DEERHORN RD ECM - DEAD END

106200 MADRONE ST 0 0.703 3 1 DEERHORN RD DEERHORN RD

106300 DOWDY LN 0 0.14 3 1 DEERHORN RD CUL-DE-SAC

106400 HENDRICKS PARK RD 0 0.45 3 1 MCKENZIE HWY, 126 ECM - HENDRICKS PK

106500 GRANDVIEW DR 0 0.11 3 1 BOOTH KELLY RD CUL-DE-SAC

106600 MILLICAN RD 0 0.551 3 1 MCKENZIE HWY, 126 CAMP CR RD

106605 MILLICAN RD (OLD) 0 0.11 3 1 MILLICAN RD ECM - DEAD ENDPage 8 of 39TrAC November 6, 2019 Meeting -

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ZONE BEGIN END

106700 BRYANT LN 0 0.08 3 1 MILLICAN RD ECM - DEAD END

106770 BRYANT LN 0 0.048 3 1 BRYANT LN CUL DE SAC

106800 EASTON LN 0 0.137 3 1 MILLICAN RD ECM - PVT RD

106900 MILLER AVE 0 0.16 3 1 MILLICAN RD ECM - DEAD END

107000 WALTERVILLE LN 0 0.317 3 1 MCKENZIE HWY, 126 WALTERVILLE LP E

107200 WALTERVILLE LP (E) 0 0.137 3 1 PAGE RD WALTERVILLE LN

107300 PAGE RD 0 0.126 3 1 MCKENZIE HWY, 126 WALTERVILLE LN

107500 PARTRIDGE LN 0 0.38 3 1 MCKENZIE HWY, 126 ECM -DEAD END

107600 KEOLA LN 0 0.257 3 1 TONGA LN CUL-DE-SAC

107700 KEOLA CT 0 0.15 3 1 TONGA LN CUL-DE-SAC

107800 TWIN FIRS RD 0 0.682 3 1 MCKENZIE HWY, 126 ECM - PVT GATE

108000 HOLDEN CR LN 0.157 1.503 3 1 BRIDGE ST MCKENZIE HWY, 126

108200 LEABURG DR 0 0.563 3 1 MCKENZIE HWY, 126 MCKENZIE HWY, 126

108300 JENNIE B. HARRIS WAYSD 0 0.064 3 1 MCKENZIE HWY, 126 END

108400 GREENWOOD DR 0 1.376 3 1 MCKENZIE HWY, 126 MCKENZIE HWY, 126

108600 CANAL LN 0 0.09 3 1 MCKENZIE HWY, 126 ECM - DEAD END

108800 LEABURG DAM RD 0.103 0.815 3 1 BCM DEAD END

109000 ANGELS FLIGHT RD 0 1.788 3 1 MCKENZIE HWY, 126 ECM - DEAD END

109200 OLD MCKENZIE F.H. WAYSD 0 0.127 3 1 MCKENZIE HWY, 126 END

109500 LEASHORE DR 0 0.444 3 1 GOODPASTURE RD ECM - DEAD END

109580 LEASHORE DR (CUL) 0 0.032 3 1 LEASHORE DR CUL DE SAC

109590 LEASHORE DR (CUL) 0 0.032 3 1 LEASHORE DR CUL DE SAC

109600 S. GATE CR RD 0 0.172 3 1 MCKENZIE HWY, 126 ECM - DEAD END

109900 THOMSON LN 0 0.253 3 1 MCKENZIE HWY, 126 ECM - BOAT LAND

110300 MARBROOK LN 0 0.207 3 1 BLUE RIVER RD ECM - PVT RD

110400 ROSE ST 0 0.34 3 1 BLUE RIVER DR END LOOP

111700 DELTA RD 0 0.157 3 1 E. KING RD DELTA RD

112000 MILL CR RD (N) 0 0.238 3 1 MCKENZIE HWY, 126 ECM - USFS #2633

112400 MILL CR RD (S) 0 0.166 3 1 MCKENZIE HWY, 126 MCKENZIE RIVER DR

112600 TAYLOR RD 0 0.447 3 1 MCKENZIE HWY, 126 MCKENZIE HWY, 126

112900 BRENT RD 0 0.086 3 1 MCKENZIE HWY, 126 ECM - DEAD END

113500 N. BELKNAP SPRINGS RD 0 0.205 3 1 MCKENZIE HWY, 126 ECM - DEAD END

114100 BELKNAP SPRINGS RD (S) 0 0.432 3 1 MCKENZIE HWY, 126 ECM - DEAD END

114200 YALE LN 0 0.11 3 1 OLD MCKENZIE HWY ECM - DEAD END

121300 SCHNORENBERG LN 0 0.31 3 1 BAILEY HILL RD ECM - DEAD END

121400 HODSDONSDALE LN 0 0.306 3 1 GIMPL HILL RD CUL DE SAC

121600 GIMPL WAY 0 0.04 3 1 GIMPL HILL RD ECM - DEAD END

121605 GIMPL WAY (Y) 0 0.034 3 1 GIMPL HILL RD GIMPL WAY

121800 PLAYWAY RD 0 0.203 3 1 GIMPL HILL RD RESTWELL RD

121900 RESTWELL RD 0.48 0.53 3 1 NOT CONST BEHIND PLAYWAY RD

122100 GREENBRIAR DR 0 0.645 3 1 GIMPL HILL RD ECM - DEAD END

122300 SIESTA LN 0 0.62 3 1 N. MODESTO DR ECM - PVT DRWY

122400 BAILEY HILL LP RD 0 0.262 3 1 BAILEY HILL RD BAILEY HILL RD

122600 SANFORD RD 0 0.844 3 1 GIMPL HILL RD SIESTA LN

122700 N. MODESTO DR 0 0.87 3 1 GIMPL HILL RD SIESTA LN

122800 S. MODESTO DR 0 0.444 3 1 GIMPL HILL RD RESTWELL RD

123300 RAVEN OAKS DR 0 0.204 3 1 CHEROKEE DR CUL DE SAC

123400 CHEROKEE DR 0 0.69 3 1 GIMPL HILL RD ECM - DEAD END

125300 PINEWOOD TER 0 0.088 3 1 RIDGEWOOD DR ECM - DEAD END

125677 BLANTON RD CUL 0 0.02 3 1 BLANTON RD CUL-DE-SAC

125700 RIDGEWOOD DR 0 0.208 3 1 BLANTON RD PINEWOOD TER

125800 W. 40TH AVE 0 0.173 3 1 BLANTON RD ECM - NCA

125900 BLANTON HEIGHTS ST 0 0.144 3 1 BLANTON RD ECM - DEAD END

126800 STRAYER PL 0 0.123 3 1 SEELY LN CUL-DE-SAC

126900 SEELY LN 0 0.4 3 1 MCBETH RD CUL DE SAC

127100 KOINONIA RD 0 0.33 3 1 MCBETH RD ECM - DEAD ENDPage 9 of 39TrAC November 6, 2019 Meeting -

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ZONE BEGIN END

127200 SVARVERUD RD 0 0.86 3 1 MCBETH RD ECM - DEAD END

127400 IZAAK WALTON RD 0 0.513 3 1 MCBETH RD IZAAK WALTON (LAR)

127800 CHEZEM RD 0 1.642 3 1 LORANE HWY ECM - DEAD END

128200 MURDOCK RD 0 1.23 3 1 FOX HOLLOW RD ECM - PVT RD

128400 CHRISTENSEN RD 0 1.039 3 1 FOX HOLLOW RD ECM - PVT RD

147200 BUSHNELL LN (W) 0 0.203 3 1 PRAIRIE RD ECM - DEAD END

149500 SEQUOIA AVE 0 0.28 3 1 ASPEN ST COTTONWOOD AVE

149600 SEQUOIA CT 0 0.027 3 1 SEQUOIA AVE CUL DE SAC

149700 CYPRESS CT 0 0.03 3 1 SEQUOIA AVE CUL DE SAC

149800 LODGEPOLE CT 0 0.03 3 1 SEQUOIA AVE CUL DE SAC

149900 PONDEROSA CT 0 0.024 3 1 SEQUOIA AVE CUL DE SAC

150100 COTTONWOOD AVE 0 0.263 3 1 ANDERSON LN ASPEN ST

150105 COTTONWOOD AVE (Y) 0 0.014 3 1 COTTONWOOD AVE ANDERSON LN

150200 CENTENNIAL BLVD 0 0.349 3 1 I-5 OVERPASS ASPEN ST

150400 LINDEN AVE 0 0.246 3 1 W. QUINALT AVE TAMARACK ST

150600 JUNIPER LN 0 0.085 3 1 MENLO LP LINDEN AVE

150700 ANDERSON LN 0 0.19 3 1 CENTENNIAL BLVD .03 N OF MENLO

150710 ANDERSON LN CUL 0 0.033 3 1 ANDERSON LN CUL-DE-SAC

150800 MENLO LP 0 0.3 3 1 ANDERSON LN ASPEN ST

150805 MENLO LP (Y) 0 0.014 3 1 MENLO LP ANDERSON LN

150900 FAIRVIEW DR 0 0.177 3 1 W. QUINALT AVE TAMARACK ST

151000 W. QUINALT AVE 0 0.284 3 1 ANDERSON LN ECM

151100 TAMARACK ST 0 0.347 3 1 COTTONWOOD AVE W. QUINALT AVE

151200 SCOUT ACCESS RD 0 0.1 3 1 M L K JR BLVD (EUG) ECM - NAT. GUARD

151300 SEWARD AVE 0 0.06 3 1 WAYSIDE LN & LP ECM - DEAD END

151500 ALLEN AVE 0 0.057 3 1 WAYSIDE LN & LP ECM - LOOP

151700 CROSBY AVE 0 0.052 3 1 WAYSIDE LN & LP ECM - DEAD END

151900 WAYSIDE LN & LP 0.02 0.591 3 1 ROUNDABOUT WAYSIDE LN & LP

152100 LORIE CT 0 0.05 3 1 WAYSIDE LN & LP CUL DE SAC

152300 KATHLEEN CT 0 0.03 3 1 WAYSIDE LN & LP CUL DE SAC

152400 ANN CT 0 0.03 3 1 WAYSIDE LN & LP CUL DE SAC

152700 PHEASANT BLVD 0.22 0.812 3 1 CITY LIMITS (SPR) ORIOLE ST

152730 PHEASANT BLVD (CUL) 0 0.035 3 1 PHEASANT BLVD CUL DE SAC



152900 DEADMOND FERRY RD 0.342 0.714 3 1 BALDY VIEW LN ECM

153000 05TH ST 0 0.068 3 1 HAYDEN BR WAY HAYDEN BR PL

153100 DEBRA DR 0 0.162 3 1 HAYDEN BR RD DELROSE DR

153200 OTTO ST 0 0.175 3 1 20TH ST NO .026 E OF CORRAL

153300 WOODLANE DR 0 0.153 3 1 05TH ST NO (SPR) ECM - CITY LIMITS

153400 GROVEDALE DR 0 0.08 3 1 HAYDEN BR WAY CITY LIMITS (SPR)

153500 GREENVALE DR 0 0.258 3 1 SHADYLANE DR GROVEDALE DR

153600 DUMAS DR 0 0.242 3 1 HAYDEN BR RD DEBRA DR

153620 DUMAS DR (CUL) 0 0.019 3 1 DUMAS DR CUL DE SAC

153680 DUMAS DR (CUL) 0 0.046 3 1 DUMAS DR CUL DE SAC

153700 DELROSE DR 0 0.076 3 1 DEBRA DR ECM

153800 HARVEST LN 0 0.827 3 1 HAYDEN BR RD END CNTY MAINT

153900 YOLANDA AVE 0 0.465 3 1 HARVEST LN 19TH ST

153900 YOLANDA AVE 0.83 1.21 3 1 CITY LIMITS (SPR) 31ST ST / 28TH ST

153910 YOLANDA AVE (CUL) 0 0.039 3 1 YOLANDA AVE CUL DE SAC

154000 14TH PL 0 0.08 3 1 YOLANDA AVE CHEEK ST

154100 CHEEK ST 0 0.116 3 1 14TH PL 15TH ST

154200 16TH ST 0 0.114 3 1 YOLANDA AVE ECM - DEAD END

154400 DELROSE AVE (E) 0 0.078 3 1 16TH ST ECM

154500 16TH ST 0 0.191 3 1 HAYDEN BR RD YOLANDA AVE

154530 16TH ST (CUL) 0 0.035 3 1 16TH ST CUL DE SAC Page 10 of 39TrAC November 6, 2019 Meeting -

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ZONE BEGIN END

154560 16TH ST (CUL) 0 0.035 3 1 16TH ST CUL DE SAC

154600 17TH PL 0 0.191 3 1 HAYDEN BR RD YOLANDA AVE

154630 17TH PL (CUL) 0 0.029 3 1 17TH PL CUL DE SAC


154800 27TH ST 0 0.098 3 1 YOLANDA AVE BURLINGTON AVE

154900 BURLINGTON AVE 0 0.096 3 1 27TH ST 28TH ST

155000 SHADYLANE DR 0 0.06 3 1 HAYDEN BR WAY CITY LIMITS (SPR)

155200 CORRAL DR 0 0.175 3 1 YOLANDA AVE OTTO ST

155300 32ND ST 0 0.105 3 1 HAYDEN BR RD ECM - DEAD END

155400 CORRAL CT 0 0.029 3 1 CORRAL DR CUL-DE-SAC



155600 38TH ST 0 0.116 3 1 HAYDEN BR RD CUL-DE-SAC

155700 WINSLOW AVE 0 0.096 3 1 HAYDEN BR RD 38TH ST

155750 WINSLOW AVE (CUL) 0 0.041 3 1 WINSLOW AVE CUL DE SAC

155800 RANCH DR 0 0.137 3 1 CORRAL DR 20TH ST

155900 RANCH CORRAL DR 0 0.068 3 1 RANCH DR CUL DE SAC

156000 CASTLE DR 0 0.225 3 1 HAYDEN BR WAY SEWARD AVE

156100 ESTATE CT 0 0.037 3 1 CASTLE DR CUL DE SAC

156200 SEWARD AVE 0 0.251 3 1 03RD ST ECM - DEAD END

156300 RIVIERA CT 0 0.036 3 1 SEWARD AVE CUL DE SAC

156400 CHATEAU PL 0 0.045 3 1 SEWARD AVE CUL DE SAC

156500 ALLEN AVE 0 0.175 3 1 MANOR DR CASTLE DR

156600 VILLA WAY 0 0.258 3 1 ALLEN AVE MANOR DR

156700 MANOR DR 0 0.327 3 1 HAYDEN BR WAY ECM - DEAD ENDY

156800 MANSFIELD ST 0 0.247 3 1 03RD ST ECM - DEAD END

156900 CAMBRIDGE ST 0 0.143 3 1 03RD ST 05TH ST

157400 BLACKSTONE ST 0 0.201 3 1 03RD ST 05TH ST

157600 BLACKSTONE CT 0 0.023 3 1 BLACKSTONE ST CUL DE SAC

157900 DAPHNE ST 0 0.097 3 1 23RD ST 21ST ST

158800 COUNTY FARM RD 0.354 0.626 3 1 DALE AVE WILDISH LN

159600 ORIOLE ST 0 0.266 3 1 MALLARD AVE PHEASANT BLVD

159700 PARTRIDGE WAY 0 0.245 3 1 MALLARD AVE ORIOLE ST

159800 SWAN CT 0 0.032 3 1 PARTRIDGE WAY CUL DE SAC

159900 MALLARD AVE 0 0.317 3 1 GAME FARM RD SO ECM - DEAD END

160000 FLAMINGO AVE 0 0.259 3 1 GAME FARM RD GROUSE ST

160100 VAN DUYN RD 0.147 1.637 3 1 BCM ECM - PVT RD

160200 TINAMOU LN 0 0.125 3 1 ORIOLE ST PARTRIDGE WAY

160300 GROUSE ST 0 0.054 3 1 MALLARD AVE FLAMINGO AVE

161500 INDIAN DR 0 0.189 3 1 PAIUTE LN ECM - DEAD END

161600 WINNEBAGO ST 0 0.062 3 1 INDIAN DR PAIUTE LN

161700 PAIUTE LN 0 0.187 3 1 N. COBURG RD WINNEBAGO ST

161800 RALEIGHWOOD AVE 0 0.233 3 1 GAME FARM RD ECM - DEAD END

161900 WINSTON PL 0 0.04 3 1 RALEIGHWOOD AVE CUL DE SAC

162000 WILKINS RD 0 1.608 3 1 N. COBURG RD ECM - DEAD END

162100 CARDINAL WAY 0 0.138 3 1 GAME FARM RD RALEIGHWOOD AVE

162300 17TH ST 0 0.054 3 1 DELROSE AVE (E) ECM - DEAD END

162400 LARALEE ST 0 0.07 3 1 HAYDEN BR WAY ECM - DEAD END

162500 HERMAN RD 0 1.93 3 1 N. COBURG RD POWER LINE RD

162600 06TH ST 0 0.073 3 1 MANSFIELD ST BLACKSTONE ST

162700 BLACKSTONE ST 0 0.026 3 1 06TH ST ECM - DEAD END

162800 COLEMAN RD 0 0.909 3 1 N. COBURG RD WEST POINT RD

162900 YOLANDA AVE 0 0.315 3 1 .03 W OF 34TH ST N ECM - DEAD END

163010 COBURG BOTTOM LP (Y) 0 0.025 3 1 COBURG BOTTOM LP FREEDOM LN

163095 COBURG BOTTOM LP (Y) 0 0.075 3 1 COBURG BOTTOM LP COBURG RD

163100 PEPPERMINT LN 0 0.136 3 1 COBURG BOTTOM LP ECM - DEAD ENDPage 11 of 39TrAC November 6, 2019 Meeting -

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ZONE BEGIN END

163200 STALLINGS LN 0 0.825 3 1 COBURG RD ECM - DEAD END

163300 FUNKE RD 0 0.688 3 1 COBURG BOTTOM LP ECM

163400 07TH ST 0 0.067 3 1 HAYDEN BR PL HAYDEN BR WAY

163700 HAYDEN BR PL 0 0.226 3 1 05TH ST ECM - DEAD END

164200 DARAY ST 0 0.05 3 1 PEARL ST ECM - DEAD END

164300 COBURG INDUST WAY 0 0.265 3 1 PEARL ST ECM

164500 LANES TURN RD 0 0.33 3 1 COBURG RD ECM

165000 W. CROSSROADS LN 0 1.225 3 1 COBURG RD ECM - DEAD END

165500 E. CROSSROADS LN 0 0.905 3 1 COBURG RD POWER LINE RD

165800 ANDERSON LN 0 0.301 3 1 CENTENNIAL BLVD ECM - LISA LN (PVT)

165860 ANDERSON LN (CUL) 0 0.053 3 1 ANDERSON LN CUL DE SAC



167100 COOK'S GARDEN RD 0 0.06 3 1 ANDERSON LN ECM - PVT RD

167400 KELLOGG RD 0 0.136 3 1 ANDERSON LN ECM - CITY LIMITS

167500 ASPEN ST 0 0.181 3 1 CENTENNIAL BLVD KELLOGG RD

167500 ASPEN ST 0.337 0.441 3 1 CITY LIMITS (SPR) WEST 'D' ST

170400 YENTA AVE 0 0.108 3 1 17TH PL 19TH ST

170440 YENTA AVE (CUL) 0 0.038 3 1 YENTA AVE CUL DE SAC

170800 OAKDALE AVE 0 0.076 3 1 PHEASANT BLVD GAME FARM RD

170900 BROOKDALE AVE 0 0.103 3 1 PHEASANT BLVD ECM - DEAD END

171200 KIRK AVE 0 0.071 3 1 GAME FARM RD NOVA ST

171300 NOVA ST 0 0.147 3 1 .10 S OF KIRK AVE CUL DE SAC

171500 OLD COBURG RD 0.029 0.063 3 1 OLD COBURG RD ECM

171700 SPRINGDALE AVE 0 0.1 3 1 PHEASANT BLVD DEAD END

171800 PINEDALE AVE 0 0.099 3 1 PHEASANT BLVD ECM - DEAD END

171900 ARMITAGE RD 0 1.177 3 1 N. GAME FARM RD ECM - DEAD END

172000 SPRAGUE RD 0 0.42 3 1 ARMITAGE RD ECM - PVT RD

176200 JANUS ST 0 0.072 3 1 ASPEN ST ECM - CITY LIMITS

176300 JANUS CT 0 0.035 3 1 JANUS ST CUL DE SAC

176400 ISLAND ST 0 0.071 3 1 ASPEN ST ECM - CITY LIMITS

176500 ISLAND CT 0 0.034 3 1 ISLAND ST CUL DE SAC





176800 MONTEBELLO AVE 0 0.187 3 1 34TH ST ECM - DEAD END


177000 VALENTINE CT 0 0.05 3 1 35TH ST CUL DE SAC

177100 SUE ANN CT 0 0.049 3 1 35TH ST CUL DE SAC

177200 35TH PL 0 0.039 3 1 HAYDEN BR RD CUL DE SAC

177300 20TH ST 0 0.371 3 1 RANCH DR ECM - DEAD END



177400 21ST ST 0 0.252 3 1 YOLANDA AVE HAYDEN BR RD

177500 33RD ST 0 0.148 3 1 HAYDEN BR RD CUL DE SAC


177700 05TH ST 0 0.217 3 1 HAYDEN BR WAY MANSFIELD ST

177800 03RD ST 0 0.223 3 1 HAYDEN BR WAY MANSFIELD ST

180400 DELROSE AVE 0 0.24 3 1 HARVEST LN 16TH ST

180450 DELROSE AVE CUL 0 0.032 3 1 DELROSE AVE CUL DE SAC

180500 VERA DR 0 0.207 3 1 DELROSE AVE ECM - DEAD END

180600 15TH ST 0 0.114 3 1 DELROSE AVE VERA DR

180700 CANTERBURY ST 0 0.097 3 1 27TH ST ECM - DEAD END

180800 28TH ST 0 0.161 3 1 HAYDEN BR RD BURLINGTON AVE

181100 LOCH DR 0 0.137 3 1 LOMOND AVE ECM - CITY LIMITSPage 12 of 39TrAC November 6, 2019 Meeting -

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MAINT

ZONE BEGIN END

181200 23RD ST 0 0.078 3 1 LOMOND AVE ECM - BONNIE LN

181500 HENDERSON AVE (N) 0 0.391 3 1 MCKENZIE HWY, 126 E. 19TH AVE

181600 HENDERSON AVE (S) 0 0.131 3 1 24TH AVE FRONTAGE ECM - PVT RD

182000 JUDKINS RD 0 0.455 3 1 I-5 OFFRAMP #192 GLENWOOD BLVD

182200 E. 19TH AVE 0 0.497 3 1 MCVAY HWY -HWY 99 HENDERSON AVE N

182300 HARMON LN 0 0.137 3 1 S. 39TH ST ECM - PVT DRWY

182900 E. 17TH AVE 0.185 0.293 3 1 GLENWOOD BLVD SOLID WASTE FAC

183100 SENECA AVE 0 0.095 3 1 MCKENZIE HWY, 126 ECM - DEAD END

183200 E. 14TH AVE 0 0.189 3 1 HENDERSON AVE (N) MISSISSIPPI AVE

183300 E. 15TH AVE 0.116 0.24 3 1 LEXINGTON AVE CONCORD AVE

183400 E. 16TH AVE 0 0.12 3 1 LEXINGTON AVE-LAR CONCORD AVE

183500 E. 17TH AVE 0 0.119 3 1 LEXINGTON AVE-LAR CONCORD AVE

183600 LEXINGTON AVE 0 0.095 3 1 MCKENZIE HWY, 126 E. 15TH AVE

183700 MISSISSIPPI AVE 0 0.267 3 1 MCKENZIE HWY, 126 E. 18TH AVE

183800 DIAMOND ST 0 0.119 3 1 ASPEN ST ECM - DEAD END

183880 DIAMOND ST CUL 0 0.036 3 1 DIAMOND ST CUL DE SAC

183900 RHODODENDRON ST 0 0.095 3 1 23RD ST 21ST ST

184000 BLOOMBERG RD 0 0.87 3 1 MCVAY HWY -HWY 99 ECM - PVT RD

184100 VIEWMONT AVE 0 0.1 3 1 23RD ST 21ST ST

184200 VIEWMONT AVE 0 0.246 3 1 23RD ST 28TH ST

184260 VIEWMONT AVE CUL 0 0.043 3 1 VIEWMONT AVE CUL DE SAC

184280 VIEWMONT AVE CUL 0 0.042 3 1 VIEWMONT AVE CUL DE SAC

184300 MERRYHILL CT 0 0.037 3 1 VIEWMONT AVE CUL DE SAC

184400 EL BONITA PL 0 0.056 3 1 23RD ST CUL DE SAC

184500 LOCUST ST 0 0.098 3 1 HAYDEN BR RD VIEWMONT AVE

184900 DEBRA DR (S) 0 0.07 3 1 HAYDEN BR RD CITY LIMITS (SPR)

185600 FOREST BLVD 0 0.326 3 1 30TH AVE BARRICADE

185600 FOREST BLVD 0.594 0.63 3 1 BARRICADE GONYEA RD

185695 FOREST BLVD (Y) 0 0.062 3 1 FOREST BLVD GONYEA RD

188300 DUKE ST 0 0.117 3 1 DONDEA ST LAUREL AVE

189800 ELDON SCHAFER DR 0 0.171 3 1 30TH AVE EASTWAY DR

191100 OTTO ST 0 0.156 3 1 19TH ST 17TH ST

191200 17TH ST 0 0.078 3 1 HAYDEN BR RD OTTO ST

191300 LOMOND AVE 0 0.241 3 1 19TH ST ECM - CITY LIMITS

191320 LOMOND AVE CUL 0 0.051 3 1 LOMOND AVE CUL DE SAC



191400 20TH ST 0 0.081 3 1 LOMOND AVE ECM - CITY LIMITS

191500 FIRTH AVE 0 0.156 3 1 20TH ST 23RD ST

191600 HAYDEN BR CUL 0 0.054 3 1 HAYDEN BR RD CUL DE SAC

191700 RAMBLING DR 0 0.29 3 1 19TH ST CITY LIMITS (SPR)

191800 GREENBRIAR ST 0 0.066 3 1 RAMBLING DR CUL-DE-SAC

191900 17TH ST 0 0.028 3 1 RAMBLING DR CITY LIMITS (SPR)

192100 FIRESIDE CT 0 0.028 3 1 RAMBLING DR CITY LIMITS

192200 MELLOWOOD CT 0 0.025 3 1 RAMBLING DR CITY LIMITS (SPR)

192300 WEMBERLY WAY 0 0.062 3 1 RAMBLING DR LAWNRIDGE AVE

192400 LAWNRIDGE AVE 0 0.234 3 1 GREENBRIAR ST ECM - CITY LIMITS

192600 BRADLEY WAY 0 0.028 3 1 LAWNRIDGE AVE ECM - DEAD END

192700 CONLEY RD 0 0.664 3 1 MARCOLA RD ECM - PVT RD

193100 UPPER CAMP CR CONN 0 0.03 3 1 UPPER CAMP CR RD MAHR RD (Y)

193300 WORTH RD 0 0.508 3 1 UPPER CAMP CR RD SHENANDOAH LP RD

193400 SHENANDOAH LP RD 0 0.538 3 1 WORTH RD WORTH RD

193500 M J CHASE RD (W) 0 0.886 3 1 CAMP CR RD ECM - DEAD END

193700 KICKBUSCH LN 0 0.872 3 1 CAMP CR RD ECM - PVT DRWY

193800 OAK POINT RD 0 0.231 3 1 CAMP CR RD CAMP CR RD

193900 LAURA ST 0.12 0.339 3 1 HAYDEN BR WAY U STPage 13 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

193920 LAURA ST 0 0.038 3 1 LAURA ST END

194000 ERMI BEE RD 0 0.363 3 1 WORTH RD CUL DE SAC

194200 MISSY LN 0 0.216 3 1 CAMP CR RD UPPER CAMP CR RD

194300 HAYDEN BR RD CUL #2 0 0.034 3 1 HAYDEN BR RD CUL DE SAC

194400 ALDER BRANCH RD 0 0.71 3 1 MARCOLA RD CUL DE SAC

194700 EDGEHILL RD 0 0.118 3 1 SUNDERMAN RD ECM - PVT RD

194900 TREE FARM RD 0 0.973 3 1 SUNDERMAN RD ECM - PVT RD

194905 TREE FARM RD (Y) 0 0.064 3 1 SUNDERMAN RD TREE FARM RD

195100 GOATS RD 0 0.81 3 1 SUNDERMAN RD ECM - PVT RD

195200 SHADOWS DR 0 0.58 3 1 MARCOLA RD MARCOLA RD

195300 NADEAU RD 0 0.238 3 1 MARCOLA RD MARCOLA RD

195400 PICO ST 0 0.106 3 1 MARCOLA RD ECM - DEAD END

195800 DONNA RD 0 1.527 3 1 HILL RD MARCOLA RD

196000 MCGOWAN CR RD 0 0.192 3 1 DONNA RD ECM - BLM RD

196400 SAUNDERS RD 0 0.296 3 1 MARCOLA RD ECM - PVT RD

196500 HENDRICKS BR WAYSIDE 0 0.18 3 1 HENDRICKS PARK RD BOAT RAMP

196700 PIOCH LN 0 0.514 3 1 PARSONS CR RD ECM - PVT RD

196800 JONES ACRES RD 0 0.291 3 1 PARSONS CR RD CUL DE SAC

196900 REGAL LN 0 0.28 3 1 PARSONS CR RD CUL DE SAC

197000 WHITMORE ST 0 0.217 3 1 MARCOLA RD ECM - DEAD END

197100 A ST 0 0.069 3 1 WHITMORE ST SAVAGE ST

197200 B ST 0 0.06 3 1 CARSON ST ECM - PUB RD

197300 CARSON ST 0 0.215 3 1 MARCOLA RD ECM - DEAD END

197400 SAVAGE ST 0 0.156 3 1 MARCOLA RD ECM - DEAD END

197600 ARMITAGE PARK RD 0 0.752 3 1 COBURG RD ECM

197601 ARMITAGE PARK RD LP #2 0 0.138 3 1 ARMITAGE PARK RD ARMITAGE PARK LP2

197602 ARMITAGE PARK RD STUB 0 0.03 3 1 ARMITAGE PARK RD END

197603 ARMITAGE PARK RD LP #1 0 0.078 3 1 ARMITAGE PARK RD ARMITAGE PARK RD

197700 HONEYBEE LN 0 0.449 3 1 WENDLING RD ECM - PVT RD

197800 CARTWRIGHT CR RD 0 0.589 3 1 WENDLING RD ECM - BLM # 16-1-17

198000 PASCHELKE RD 0 1.369 3 1 MARCOLA RD WENDLING RD

198100 JJC SERVICE RD 0 0.162 3 1 JUSTICE CENTER LP END

198200 HILEMAN RD 0 0.885 3 1 MARCOLA RD ECM - DEAD END

198300 OPPORTUNITY WAY 0 0.155 3 1 JUSTICE CENTER LP SCOUT ACCESS RD

198400 JOHNSON RD 0 0.928 3 1 MARCOLA RD ECM - DEAD END

198600 MOHAWK LP RD 0 0.687 3 1 MARCOLA RD MARCOLA RD

198700 PAULS RD 0 0.483 3 1 PASCHELKE RD CUL DE SAC

198800 SADDLE VIEW DR 0 0.162 3 1 PAULS RD CUL DE SAC

198900 FIR RIDGE RD 0 0.121 3 1 PAULS RD CUL DE SAC

199000 MOHAWK RIVER RD 0 2.162 3 1 MARCOLA RD ECM - PVT ROAD

199100 FAIRGROUNDS ENT RD 0 0.294 3 1 WEST 13TH AVE WEST 13TH AVE

199110 FAIRGROUNDS ENT RD 0 0.041 3 1 FAIRGROUNDS ENT GATE

199300 JUSTICE CENTER LP 0 0.18 3 1 M L K JR BLVD -EUG M L K JR BLVD -EUG

199301 JUSTICE CENTER LP 0 0.063 3 1 JUSTICE CENTER LP END

199500 HOWARD RD 0 1.475 3 1 MARCOLA RD ECM - DEAD END

310800 SCENIC DR 0 0.765 3 1 RIVER LP #2 BEACON DR (E)

310900 HERMAN ST 0.053 0.142 3 1 CITY LIMITS MAHONIA LN

310900 HERMAN ST 0 0.053 3 1 SPRING CR DR CITY LIMITS

311400 VIKING ST 0 0.09 3 1 RIVER RD ECM - DEAD END

312000 HAYES LN 0 1.745 3 1 RIVER RD ECM - PVT DRWY

312200 LARSON LN 0 0.076 3 1 HAYES LN ECM - DEAD END

312500 HARPER RD 0 0.46 3 1 RIVER RD ECM - DEAD END

313100 PEBBLE BEACH LN 0 0.125 3 1 SOVERN LN ECM - DEAD END

313500 RIVERVIEW DR 0 0.946 3 1 RIVER RD ECM - PVT DWY

314000 MAPLE DR 0 1.28 3 1 RIVER RD ECM - PVT DWY

314300 HEATHER OAK DR 0 0.476 3 1 RIVER RD ECM - PVT DWYPage 14 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

314500 LONE PINE DR 0 0.914 3 1 RIVER RD ECM - PVT DWY

314600 LASSEN LN 0 0.65 3 1 RIVER RD ECM - DEAD END

315100 BRIARS ST 0 0.278 3 1 BEACON DR (E) CALUMET AVE

315200 THUNDERBIRD ST 0 0.445 3 1 BEACON DR (E) SCOTTDALE ST / CUL

315220 THUNDERBIRD ST 0 0.029 3 1 THUNDERBIRD ST CUL DE SAC

315300 HILEMAN LN 0 0.471 3 1 BEACON DR (E) ECM - PARK ENTER

315400 HERMAN ST 0 0.276 3 1 BEACON DR (E) CALUMET AVE

315500 FUTURA ST 0 0.098 3 1 BEACON DR (E) THUNDERBIRD ST

315700 SCENIC DR CUL 0 0.057 3 1 SCENIC DR DEAD END

315800 ROBBIE ST 0.073 0.188 3 1 CITY LIMITS DEAN AVE

315800 ROBBIE ST 0 0.073 3 1 RIVER LP #2 CITY LIMITS

315900 BRIARS ST 0 0.09 3 1 CALUMET AVE ECM - DEAD END

316000 CARTHAGE AVE 0 0.431 3 1 RIVER RD HYACINTH ST

316100 CARTHAGE AVE CUL 0 0.089 3 1 CARTHAGE AVE CUL DE SAC

316200 DOYLE ST 0 0.141 3 1 CARTHAGE AVE KINGSBURY AVE

316240 DOYLE ST CUL 0 0.03 3 1 DOYLE ST CUL DE SAC

316300 KILDARE ST 0 0.07 3 1 BANNER ST ECM - DEAD END

316400 CORONA ST 0 0.141 3 1 CARTHAGE AVE KINGSBURY AVE

316430 CORONA ST CUL 0 0.03 3 1 CORONA ST CUL DE SAC

316500 KILDARE ST 0 0.256 3 1 SCENIC DR SHANNON ST

316540 KILDARE ST CUL 'B' 0 0.044 3 1 KILDARE ST CUL DE SAC

316590 KILDARE ST CUL 0 0.025 3 1 KILDARE ST CUL DE SAC

316600 SHAMROCK AVE 0 0.136 3 1 SCENIC DR KILDARE ST

316700 SHAMROCK CT 0 0.088 3 1 KILDARE ST CUL DE SAC

316800 LIMERICK AVE 0 0.158 3 1 SHANNON ST DUBLIN AVE

316900 BANOVER ST 0 0.086 3 1 BANNER ST WENDOVER ST

317000 KINGSBURY AVE 0 0.488 3 1 RIVER RD HYACINTH ST

317090 KINGSBURY AVE CUL 0 0.058 3 1 KINGSBURY AVE CUL DE SAC

317100 COLLIN CT 0 0.03 3 1 BROTHERTON AVE CUL DE SAC

317200 ALTURA ST 0 0.195 3 1 .027 S OF KINGBURY ECM

317230 ALTURA ST CUL 0 0.036 3 1 ALTURA ST CUL DE SAC

317300 DEAN AVE 0.7 0.735 3 1 .018 E OF KIRSTEN ROBBIE ST

317300 DEAN AVE 0 0.7 3 1 RIVER RD .018 E OF KIRSTEN

317350 DEAN AVE CUL 0 0.02 3 1 DEAN AVE CUL DE SAC

317370 DEAN AVE CUL 0 0.026 3 1 DEAN AVE CUL DE SAC

317400 GREENWOOD ST & CUL 0 0.119 3 1 SCENIC DR CASTREY ST

317400 GREENWOOD ST & CUL 0.119 0.447 3 1 CASTREY ST CUL-DE-SAC

317450 GREENWOOD ST CUL 'B' 0 0.046 3 1 GREENWOOD ST/CUL CUL DE SAC

317460 GREENWOOD ST CUL 'A' 0 0.038 3 1 GREENWOOD ST/CUL CUL DE SAC

317500 SPRING CR DR 0 0.527 3 1 RIVER RD SCENIC DR

317600 SCOTTDALE ST & CUL 0 0.5 3 1 OROYAN AVE CUL DE SAC

317650 SCOTTDALE ST CUL 0 0.028 3 1 SCOTTDALE ST / CUL CUL DE SAC

317660 SCOTTDALE ST CUL 'A' 0 0.025 3 1 SCOTTDALE ST / CUL CUL DE SAC

317700 CALUMET AVE 0 0.023 3 1 SPRING MEADOW CITY LIMITS

317700 CALUMET AVE 0.197 0.272 3 1 CITY LIMITS CITY LIMITS

317700 CALUMET AVE 0.023 0.197 3 1 CITY LIMITS CITY LIMITS

317700 CALUMET AVE 0.272 0.305 3 1 CITY LIMITS HERMAN ST

317800 SUBURBAN AVE 0 0.184 3 1 DEAN AVE GREENWOOD ST/CUL

317880 SUBURBAN AVE CUL 0 0.043 3 1 SUBURBAN AVE CUL DE SAC

317900 RYAN ST & CUL 0 0.172 3 1 CARTHAGE AVE CUL DE SAC

317930 RYAN ST CUL 0 0.063 3 1 RYAN ST & CUL CUL DE SAC

318000 CASTREY ST 0 0.049 3 1 GREENWOOD ST/CUL HOYT AVE

318100 JILL AVE 0.033 0.057 3 1 CITY LIMITS SPRING MEADOW

318100 JILL AVE 0 0.033 3 1 THUNDERBIRD ST CITY LIMITS

318200 KENDRA ST 0 0.188 3 1 RIVER LP #2 DEAN AVE

318300 KIRSTEN ST 0 0.189 3 1 RIVER LP #2 DEAN AVEPage 15 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

318400 ANDOVER ST 0 0.076 3 1 RIVER LP #2 ECM - DEAD END

318500 RIVER LP #2 0.99 1.18 3 1 BURLWOOD ST RIVER LP #1

318500 RIVER LP #2 0 0.99 3 1 RIVER RD BURLWOOD ST

318600 BURLWOOD ST 0 0.077 3 1 RIVER LP #2 ECM - DEAD END

318700 SHANNON ST 0 0.393 3 1 RIVER LP #2 SPRING CR DR

318780 SHANNON ST CUL 0 0.02 3 1 SHANNON ST CUL DE SAC

318800 BANNER ST 0 0.221 3 1 RIVER LP #2 BANOVER ST

318900 DUBLIN AVE 0 0.249 3 1 SHANNON ST SCENIC DR

319000 RIO VISTA AVE 0 0.12 3 1 ANDOVER ST BURLWOOD ST

319200 VAN FOSSEN CT 0 0.052 3 1 RIVER RD CUL DE SAC

319300 ALLADIN WAY 0 0.131 3 1 BANNER ST BANNER ST

319400 MAVERICK AVE 0 0.058 3 1 THUNDERBIRD ST SCOTTDALE ST & CUL

319600 TIPTON AVE 0 0.065 3 1 SANDERS ST STARK ST

319700 REVELL ST 0 0.139 3 1 IRVINGTON DR ARGON AVE

319750 REVELL ST CUL 'A' 0 0.035 3 1 REVELL ST CUL DE SAC

319900 CROCKER RD 0 0.193 3 1 IRVINGTON DR BLACKFOOT AVE

319900 CROCKER RD 0.193 0.58 3 1 BLACKFOOT AVE END CNTY MAINT

320000 DAFFODIL CT 0 0.04 3 1 HUNSAKER-BEAVER CUL DE SAC

320100 ARROWHEAD ST 0.35 0.623 3 1 0.020 S SPEARMINT 0.012 N CALLA ST

320100 ARROWHEAD ST 0.708 0.961 3 1 .073 S CALLA ST IRVING RD

320100 ARROWHEAD ST 0.234 0.35 3 1 BARSTOW AVE 0.020 S SPEARMENT

320100 ARROWHEAD ST 0.623 0.708 3 1 0.012 N CALLA ST 0.073 S CALLA ST

320100 ARROWHEAD ST 0 0.234 3 1 IRVINGTON DR BARSTOW AVE

320200 GINGER AVE 0 0.19 3 1 ARROWHEAD ST SPEARMINT ST

320300 SANBORN AVE 0 0.25 3 1 WILLOWBROOK ST ARROWHEAD ST

320320 SANBORN AVE CUL 'A' 0 0.049 3 1 SANBORN AVE CUL DE SAC

320400 HONOLULU AVE 0 0.149 3 1 IRVINGTON DR HILO DR

320450 HONOLULU AVE CUL 0 0.043 3 1 HONOLULU AVE CUL-DE-SAC

320500 WILLOWBROOK ST 0 0.147 3 1 IRVINGTON DR SAVILLE AVE

320600 IRVINGTON DR CUL 0 0.038 3 1 IRVINGTON DR CUL DE SAC

320700 ARCHWOOD ST 0 0.183 3 1 SANBORN AVE BARSTOW AVE

320800 SAVILLE AVE 0 0.323 3 1 BLACKFOOT AVE ARCHWOOD ST

320820 SAVILLE AVE CUL 0 0.024 3 1 SAVILLE AVE CUL DE SAC

320870 SAVILLE AVE CUL 'B' 0 0.045 3 1 SAVILLE AVE CUL DE SAC

320890 SAVILLE AVE CUL 'A' 0 0.045 3 1 SAVILLE AVE CUL DE SAC

320900 BARSTOW AVE 0.258 0.286 3 1 ARROWHEAD ST DEAD END

320900 BARSTOW AVE 0 0.258 3 1 HYACINTH ST ARROWHEAD ST

321100 STILLMAN AVE 0 0.218 3 1 HYACINTH ST ARCHWOOD ST

321200 POPLAR ST 0 0.09 3 1 WILKES DR ANCHOR AVE

321300 ANCHOR AVE 0.082 0.142 3 1 CITY LIMITS KENDRA ST

321300 ANCHOR AVE 0 0.082 3 1 BANNER ST CITY LIMITS

321410 WILKES FRONTAGE RD 0 0.073 3 1 WILKES DR ECM - BARRICADE

321412 WILKES FRONTAGE STUB 0 0.038 3 1 WILKES FRONTAGE ECM - BARRICADE

321500 SCENIC DR 0 0.325 3 1 WILKES DR RIVER LP #2

321600 CINDERELLA LP 0 0.178 3 1 SCENIC DR SCENIC DR

321900 BANNER ST 0 0.319 3 1 WILKES DR RIVER LP #2

322000 W. ANCHOR AVE 0 0.359 3 1 RIVER RD BLACKFOOT AVE

322100 DAHLIA LN 0.027 0.053 3 1 CITY LIMITS ALEXANDRA CT

322100 DAHLIA LN 0 0.027 3 1 W. ANCHOR AVE ECM - EUG RD

322200 E. ANCHOR AVE 0.266 0.298 3 1 E. ANCHOR AVE END

322200 E. ANCHOR AVE 0 0.266 3 1 RIVER RD ANCHOR AVE (EUG)

322300 TEMPA ST 0 0.145 3 1 WILKES DR TERRA LINDA AVE

322400 MECCA AVE 0 0.252 3 1 E. ANCHOR AVE TEMPA ST

322500 TERRA LINDA AVE 0 0.363 3 1 RIVER RD ECM - DEAD END

322600 WISTERIA ST 0 0.157 3 1 TERRA LINDA AVE WEDGEWOOD DR

322700 GINKGO WAY 0 0.152 3 1 TERRA LINDA AVE WISTERIA STPage 16 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

322800 GARDENIA WAY 0 0.204 3 1 TERRA LINDA AVE ECM - DEAD END

322900 WARRINGTON AVE 0 0.232 3 1 SCENIC DR ECM - DEAD END

323000 BLACKFOOT AVE 0 0.475 3 1 RIVER RD WEST R/W CROCKER

323000 BLACKFOOT AVE 0.475 0.806 3 1 WEST R/W CROCKER HYACINTH ST

323100 DAHLIA LN 0 0.33 3 1 BLACKFOOT AVE ECM - DEAD END

323110 DAHLIA LN CUL 0 0.024 3 1 DAHLIA LN CUL DE SAC

323120 DAHLIA LN CUL 0 0.026 3 1 DAHLIA LN CUL DE SAC

323200 LOBELIA AVE 0.097 0.22 3 1 ZINNIA ST CINDY ST

323200 LOBELIA AVE 0 0.097 3 1 DAHLIA LN ZINNIA ST

323300 MARVIN DR 0 0.309 3 1 BLACKFOOT AVE GREENFIELD AVE

323350 MARVIN DR CUL 0 0.039 3 1 MARVIN DR CUL DE SAC

323400 CLAIRMONT DR 0 0.197 3 1 WARRINGTON AVE WENDOVER ST

323500 STARK ST (N) 0.119 0.211 3 1 STARK ST (N) IRVINGTON DR

323500 STARK ST (N) 0 0.119 3 1 BLACKFOOT AVE STARK ST (N)

323540 STARK ST (N CUL) 0 0.092 3 1 STARK ST (N) CUL DE SAC

323600 WENDOVER ST 0 0.118 3 1 BANOVER ST ECM - DEAD END

323725 STARK ST (S CUL) 0 0.034 3 1 STARK ST CUL DE SAC

323800 TIVOLI ST 0 0.228 3 1 STARK ST HYACINTH ST

323900 TILDEN ST 0 0.084 3 1 TIVOLI ST CUL DE SAC

324000 HOLLYVIEW AVE 0 0.158 3 1 GARDENIA WAY ROSEMARY AVE

324070 HOLLYVIEW AVE CUL 0 0.014 3 1 HOLLYVIEW AVE CUL DE SAC

324100 FAYETTE AVE 0 0.178 3 1 TILDEN ST HYACINTH ST

324200 WENDOVER ST 0.097 0.381 3 1 CITY LIMITS NOTTINGHAM AVE

324200 WENDOVER ST 0 0.097 3 1 SCENIC DR CITY LIMITS

324300 ALYNDALE DR 0 0.389 3 1 STARK ST STARK ST

324400 ALYNDALE DR 0 0.16 3 1 CROCKER RD STARK ST

324500 BLAZER AVE 0 0.31 3 1 RIVER RD DAHLIA LN

324550 BLAZER AVE CUL 'A' 0 0.03 3 1 BLAZER AVE CUL DE SAC

324570 BLAZER AVE CUL 'B' 0 0.029 3 1 BLAZER AVE CUL DE SAC

324600 SHIRLEY ST 0 0.156 3 1 IRVING RD ECM - DEAD END

324800 LOY AVE 0 0.13 3 1 CROCKER RD SHIRLEY ST

324900 KNIGHT AVE 0 0.145 3 1 KNAVE ST PALACE ST

325000 CHAPEL DR 0 0.129 3 1 RIVER RD CINDY ST

325200 PALACE ST 0 0.145 3 1 BLAZER AVE W. ANCHOR AVE

325300 KNAVE ST 0 0.1 3 1 BLACKFOOT AVE BLAZER AVE

325400 FERNDALE DR 0 0.648 3 1 RIVER RD IRVING RD

325500 ROSEMARY AVE 0 0.129 3 1 RIVER LP #1 GARDENIA WAY

325600 ADMIRAL ST 0 0.288 3 1 RIVER LP #1 ECM - DEAD END

325620 ADMIRAL ST CUL 0 0.021 3 1 ADMIRAL ST CUL DE SAC

325640 ADMIRAL ST CUL 'A' 0 0.034 3 1 ADMIRAL ST CUL DE SAC

325650 ADMIRAL ST CUL 'B' 0 0.045 3 1 ADMIRAL ST CUL DE SAC

325690 ADMIRAL ST CUL 0 0.02 3 1 ADMIRAL ST CUL DE SAC

325700 COMMODORE ST 0 0.083 3 1 ADMIRAL ST ECM - DEAD END

325800 RIVER LP #1 0 2.084 3 1 RIVER RD ECM - END OF PAVE

325900 DIBBLEE LN 0 0.21 3 1 RIVER LP #1 ECM - PVT DRWY

326000 ALAMEDA ST 0 0.12 3 1 RIVER LP #1 WILKES DR

326100 GRIZZLY AVE 0.118 0.205 3 1 CITY LIMITS END

326100 GRIZZLY AVE 0 0.118 3 1 RIVER LP #1 CITY LIMITS

326200 BAYWOOD ST 0 0.162 3 1 RIVER LP #1 WILKES DR

326300 CHAPMAN DR 0 0.357 3 1 RIVER LP #1 ECM - DEAD END

326400 AMESBURY AVE 0 0.073 3 1 BAYWOOD ST ALAMEDA ST

326500 FEDERAL LN 0 0.03 3 1 RIVER RD CITY LIMITS (EUG)

326500 FEDERAL LN 0.03 0.273 3 1 CITY LIMITS (EUG) ECM - PVT DRWY

326600 LENOX RD 0 0.064 3 1 BANTON AVE & CUL ECM - DEAD END

326700 SILVER MEADOWS DR 0.194 0.302 3 1 CITY LIMITS MILES WAY

326700 SILVER MEADOWS DR 0 0.194 3 1 BANTON AVE & CUL CITY LIMITSPage 17 of 39TrAC November 6, 2019 Meeting -

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SNOW

PRIORITY

MAINT

ZONE BEGIN END

326900 BANTON AVE & CUL 0.47 0.534 3 1 DIBBLEE LN GRIZZLY AVE

326900 BANTON AVE & CUL 0 0.47 3 1 RIVER RD DIBBLEE LN

327100 EXETER AVE 0.043 0.154 3 1 CITY LIMITS QUINCE ST

327100 EXETER AVE 0 0.043 3 1 NEWCASTLE ST CITY LIMITS

327200 OXFORD CT 0 0.07 3 1 IRVING RD CUL DE SAC

327300 DOVER DR 0 0.202 3 1 IRVING RD NEWCASTLE ST

327360 DOVER DR CUL 0 0.047 3 1 DOVER DR CUL DE SAC

327400 HASTING ST 0 0.226 3 1 IRVING RD DURHAM AVE

327430 HASTING ST CUL 0 0.017 3 1 HASTING ST CUL DE SAC

327450 HASTING ST CUL 0 0.016 3 1 HASTING ST CUL DE SAC

327500 SANTA CLARA AVE 0 0.416 3 1 RIVER RD NEWCASTLE ST

327500 SANTA CLARA AVE 0.416 0.588 3 1 NEWCASTLE ST HASTING ST

327580 SANTA CLARA AVE CUL 0 0.045 3 1 SANTA CLARA AVE CUL DE SAC

327600 CAMROSE ST 0 0.051 3 1 BANTON AVE & CUL ECM - DEAD END

327700 STRATFORD ST 0 0.236 3 1 IRVING RD DURHAM AVE

327800 DURHAM AVE 0 0.345 3 1 DONEGAL ST NEWCASTLE ST

327900 YORK ST 0 0.336 3 1 IRVING RD RUBY AVE

327960 YORK ST CUL 'A' 0 0.028 3 1 YORK ST CUL DE SAC

328100 DALEWOOD ST 0 0.143 3 1 RIVER LP #1 BANTON AVE & CUL

328200 HEYWOOD AVE 0 0.328 3 1 RUBY AVE CARBONA ST

328290 HEYWOOD AVE CUL 0 0.034 3 1 HEYWOOD AVE CUL DE SAC

328300 GARDENIA PL 0 0.044 3 1 GARDENIA WAY CUL DE SAC

328400 LEYTON LN 0 0.07 3 1 RUBY AVE DURHAM AVE

328500 DONEGAL ST 0 0.222 3 1 IRVING RD DURHAM AVE

328560 DONEGAL ST CUL 0 0.028 3 1 DONEGAL ST CUL DE SAC

328600 OAK LEAF DR 0 0.16 3 1 FERNDALE DR ECM - DEAD END

328700 DALTON DR 0 0.121 3 1 SANTA CLARA AVE RUBY AVE

328800 GOLF COURSE RD 0 0.12 3 1 IRVING RD ECM - PARKING LOT

328900 MARANTA ST 0 0.223 3 1 KALMIA ST HYACINTH ST

328960 MARANTA ST CUL 0 0.043 3 1 MARANTA ST CUL DE SAC

329000 TRAVIS AVE 0 0.16 3 1 HYACINTH ST ECM - DEAD END

329100 DAHLIA LN 0 0.066 3 1 BEGIN CITY LIMITS

329100 DAHLIA LN 0.066 0.208 3 1 CITY LIMITS CUL-DE-SAC

329200 W. AZALEA AVE 0 0.097 3 1 FERNDALE DR DAHLIA LN

329300 LANTANA AVE 0.12 0.151 3 1 LANTANA AVE SHIRLEY ST

329300 LANTANA AVE 0 0.12 3 1 FERNDALE DR LANTANA AVE

329400 KALMIA ST 0 0.166 3 1 IRVING RD MAESNER ST

329500 CASSINIA CT 0 0.059 3 1 IRVING RD CUL DE SAC

329600 CALLA ST 0 0.369 3 1 KALMIA ST ARROWHEAD ST

329680 CALLA ST CUL 0 0.043 3 1 CALLA ST CUL DE SAC

329800 HYACINTH ST 0 0.664 3 1 CALLA ST IRVINGTON DR

329870 HYACINTH ST CUL 0 0.02 3 1 HYACINTH ST CUL DE SAC

329900 CINNAMON AVE 0 0.182 3 1 HYACINTH ST ECM - DEAD END

329925 CINNAMON AVE CUL 'A' 0 0.045 3 1 CINNAMON AVE CUL DE SAC

329930 CINNAMON AVE CUL 'B' 0 0.077 3 1 CINNAMON AVE CUL DE SAC

329960 CINNAMON AVE CUL 'C' 0 0.045 3 1 CINNAMON AVE CUL DE SAC

329970 CINNAMON AVE CUL 'D' 0 0.047 3 1 CINNAMON AVE CUL DE SAC

330000 CARBONA ST 0 0.244 3 1 IRVING RD HEYWOOD AVE

330100 CANTERBURY ST 0 0.334 3 1 IRVING RD RUBY AVE

330200 GREENWICH AVE 0.129 0.319 3 1 CITY LIMITS BOWTIE AVE

330200 GREENWICH AVE 0 0.129 3 1 DONEGAL ST CITY LIMITS

330300 BOBOLINK AVE 0 0.23 3 1 STARK ST HYACINTH ST

330400 SPEARMINT ST 0 0.245 3 1 CINNAMON AVE ARROWHEAD ST

330450 SPEARMINT ST CUL 0 0.038 3 1 SPEARMINT ST CUL DE SAC

330500 WEBSTER ST 0 0.096 3 1 BOBOLINK AVE ECM - DEAD END

330600 COLUMBINE ST 0 0.12 3 1 GREENFIELD AVE LOBELIA AVEPage 18 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

330700 GREENFIELD AVE 0 0.337 3 1 FERNDALE DR ALYNDALE DR

330800 FOXGLOVE AVE 0.05 0.144 3 1 ZINNIA ST DEAD END

330800 FOXGLOVE AVE 0 0.05 3 1 COLUMBINE ST ZINNIA ST

330900 MYRNA AVE 0 0.152 3 1 GREENFIELD AVE MARVIN DR

331000 RUBY AVE 0.05 0.346 3 1 CITY LIMITS (EUG) CITY LIMITS (EUG)

331000 RUBY AVE 0.42 0.915 3 1 CITY LIMITS (EUG) .02 W -CANTERBURY

331000 RUBY AVE 0 0.05 3 1 RIVER RD CITY LIMITS (EUG)

331000 RUBY AVE 0.346 0.42 3 1 CITY LIMITS (EUG) CITY LIMITS (EUG)

331100 LEA AVE 0.052 0.225 3 1 CITY LIMITS RUBY AVE

331100 LEA AVE 0 0.052 3 1 RUBY AVE CITY LIMITS

331200 QUINCE ST 0.072 0.151 3 1 .01 S JONQUIL AVE SANTA CLARA AVE

331200 QUINCE ST 0 0.072 3 1 MINT AVE .01 S JONQUIL AVE

331210 QUINCE ST CUL 0 0.059 3 1 QUINCE ST CUL DE SAC

331300 QUINCE ST 0 0.12 3 1 SANTA CLARA AVE RUBY AVE

331350 QUINCE ST CUL 0 0.028 3 1 QUINCE ST CUL DE SAC

331400 JASMINE ST 0 0.09 3 1 SANTA CLARA AVE JONQUIL AVE

331500 JONQUIL AVE 0 0.11 3 1 QUINCE ST SAGE ST

331600 JONQUIL AVE 0 0.045 3 1 QUINCE ST JASMINE ST

331700 MINT AVE 0 0.109 3 1 QUINCE ST SAGE ST

331800 WEDGEWOOD DR 0 0.291 3 1 RIVER RD RIVER LP #1

331900 KEIPER AVE 0 0.095 3 1 HUNSAKER-BEAVER ECM - DEAD END

332100 BEAVER ST CUL #1 0 0.029 3 1 HUNSAKER-BEAVER CUL DE SAC

332200 WARE LN 0 0.155 3 1 HUNSAKER-BEAVER AUTUMN AVE

332270 WARE LN CUL 'B' 0 0.033 3 1 WARE LN CUL DE SAC

332300 AUTUMN AVE 0.097 0.223 3 1 AUTUMN AVE ROSS LN

332300 AUTUMN AVE 0 0.097 3 1 SUMMER LN AUTUMN AVE (EUG

332400 BEAVER ST CUL #2 0 0.028 3 1 HUNSAKER-BEAVER CUL DE SAC

332500 LONE OAK AVE 0 0.182 3 1 HUNSAKER-BEAVER ECM - DEAD END

332600 MOORE ST 0 0.21 3 1 DIVISION AVE LONE OAK AVE

332700 MAESNER ST 0 0.222 3 1 KALMIA ST BOBOLINK AVE

332800 VERBENA AVE 0 0.163 3 1 IRVINGTON DR HYACINTH ST

332900 IRVING CT 0 0.05 3 1 IRVING RD CUL DE SAC

333000 SUSAN ST 0 0.11 3 1 0.065 W YVONNE ST MIMI ST

333100 YVONNE ST 0 0.042 3 1 HUNSAKER-BEAVER SUSAN ST

333200 HELEN ST 0 0.05 3 1 WARE LN CITY LIMITS

333300 SUMMER LN 0 0.172 3 1 HUNSAKER-BEAVER AUTUMN AVE

333900 CINDY ST CUL #1 0 0.05 3 1 CINDY ST CUL DE SAC

334000 HYACINTH CT 0 0.019 3 1 HYACINTH ST CUL DE SAC

334300 KLAMATH ST 0 0.07 3 1 HUNSAKER-BEAVER ECM - DEAD END

334400 KLAMATH CT 0 0.032 3 1 KLAMATH ST CUL DE SAC

334500 BLACKFOOT AVE CUL #3 0 0.051 3 1 BLACKFOOT AVE CUL DE SAC

334600 BLACKFOOT AVE CUL #4 0 0.023 3 1 BLACKFOOT AVE CUL DE SAC

334700 NEWCASTLE ST 0 0.264 3 1 IRVING RD DURHAM AVE

334800 SUMMER LN 0.127 0.153 3 1 CITY LIMITS GERALD AVE

334800 SUMMER LN 0 0.127 3 1 HUNSAKER-BEAVER CITY LIMITS

334840 SUMMER LN CUL 0 0.061 3 1 SUMMER LN CUL DE SAC

334900 SALTY WAY 0.102 0.259 3 1 CITY LIMITS MILES WAY

334900 SALTY WAY 0 0.102 3 1 SUMMER LN CITY LIMITS

334980 SALTY WAY CUL 0 0.021 3 1 SALTY WAY CUL DE SAC

335000 LYNNBROOK DR 0.633 0.853 3 1 .08 W HYACINTH BERRYWOOD DR

335000 LYNNBROOK DR 0 0.633 3 1 RIVER RD .08 W HYACINTH

335010 LYNNBROOK DR CUL LP 0 0.05 3 1 LYNNBROOK DR LYNNBROOK DR



335060 LYNNBROOK DR CUL 0 0.028 3 1 LYNNBROOK DR CUL DE SAC

335070 LYNNBROOK DR CUL 0 0.025 3 1 LYNNBROOK DR CUL DE SACPage 19 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

335090 LYNNBROOK DR CUL 0 0.032 3 1 LYNNBROOK DR CUL DE SAC

335100 HAMPSHIRE LN 0 0.116 3 1 MACKIN AVE .02 S OF LYNBROOK

335100 HAMPSHIRE LN 0.226 0.596 3 1 .02 N - BRADFORD CT SILVER OAK DR

335100 HAMPSHIRE LN 0.116 0.226 3 1 .02 S LYNBROOK .02 N - BRADFORD CT

335200 BRADFORD CT 0 0.094 3 1 HAMPSHIRE LN CUL DE SAC

335300 VICTORIA LN 0.105 0.208 3 1 CITY LIMITS CHIMNEY ROCK LN

335300 VICTORIA LN 0 0.105 3 1 LYNNBROOK DR CITY LIMITS

335400 WAKEFIELD CT 0 0.065 3 1 LYNNBROOK DR CUL DE SAC

335500 MEREDITH CT 0 0.083 3 1 LYNNBROOK DR CUL DE SAC

335600 HYACINTH ST 0 0.086 3 1 S. END .03 N OF NAISMITH

335600 HYACINTH ST 0.21 0.5 3 1 .03 N OF WICKHAM END

335600 HYACINTH ST 0.086 0.21 3 1 .03 N OF NAISMITH .03 N OF WICKHAM

335700 WICKHAM CT 0 0.077 3 1 HYACINTH ST CUL-DE-SAC

335800 HYACINTH ST 0 0.097 3 1 CARTHAGE AVE KINGSBURY AVE

335850 HYACINTH ST CUL 0 0.059 3 1 HYACINTH ST CUL DE SAC

335900 BROCKTON PL 0 0.06 3 1 LANCASTER DR CUL-DE-SAC

336000 TARTON PL 0 0.042 3 1 LANCASTER DR ECM - DEAD END

336100 LANCASTER DR 0.365 0.6 3 1 ECM DEAD END

336100 LANCASTER DR 0 0.365 3 1 IRVINGTON DR ECM

336170 LANCASTER DR CUL 0 0.047 3 1 LANCASTER DR CUL DE SAC


336200 TYSON LN 0.127 0.27 3 1 CITY LIMITS DEAD END

336200 TYSON LN 0 0.127 3 1 LANCASTER DR CITY LIMITS

336290 TYSON LN CUL 0 0.039 3 1 TYSON LN CUL DE SAC

336300 SAGE ST 0.073 0.095 3 1 CITY LIMITS EXETER AVE

336300 SAGE ST 0 0.073 3 1 MINT AVE CITY LIMITS

336500 RISDEN PL 0 0.212 3 1 SHENSTONE DR LANCASTER DR

336540 RISDEN PL CUL 0 0.03 3 1 RISDEN PL CUL DE SAC

336600 SHENSTONE DR 0 0.025 3 1 LYNNBROOK DR CITY LIMITS

336600 SHENSTONE DR 0.121 0.232 3 1 CITY LIMITS DEAD END

336600 SHENSTONE DR 0.025 0.121 3 1 CITY LIMITS CITY LIMITS

336700 BROTHERTON AVE 0.072 0.147 3 1 CITY LIMITS HYACINTH ST

336700 BROTHERTON AVE 0 0.072 3 1 SHENSTONE DR CITY LIMITS

336800 HILO DR 0 0.076 3 1 HONOLULU AVE HILO DR

336900 NATCHEZ CT 0 0.034 3 1 BANTON AVE & CUL CUL-DE-SAC

340100 LODENQUAI LN 0 0.087 3 1 IRVINGTON DR CUL DE SAC

340200 BYRON ST 0 0.138 3 1 IRVINGTON DR ARGON AVE

340300 JASON ST 0 0.068 3 1 DEAN AVE END CNTY MAINT

340500 BYRON ST 0 0.074 3 1 IRVINGTON DR ECM - DEAD END

343100 HALLETT ST 0 0.036 3 1 PRAIRIE RD ECM - FIRE STAT RD

343300 FEDERAL LN 0 0.173 3 1 PRAIRIE RD GENT ST

343400 LEGHORN RD 0 0.142 3 1 PRAIRIE RD GENT ST

343600 KAISER AVE 0 0.106 3 1 PRAIRIE RD ECM - DEAD END

343700 CECIL AVE 0 0.12 3 1 PRAIRIE RD ECM - DEAD END

343900 LEDA WAY 0 0.04 3 1 CAROL AVE ECM - DEAD END

344100 CAROL AVE 0 0.432 3 1 PRAIRIE RD ECM - DEAD END

344200 KELSO AVE 0 0.45 3 1 PRAIRIE RD ECM - DEAD END

413600 SARVIS BERRY LN 0 1.63 3 1 LORANE HWY ECM - DEAD END

414000 SUMMERVILLE RD 0 0.855 3 1 LORANE HWY ECM - PVT DRWY

415000 PEACEFUL VALLEY RD 0 1.14 3 1 LORANE HWY ECM - PVT DRWY

415100 LARSON RD 0 0.582 3 1 PEACEFUL VALLEY ECM - PVT DRWY

415200 LUSK RD 0 0.453 3 1 PEACEFUL VALLEY ECM - PVT ROAD

415300 LAUGHLIN RD 0 1.26 3 1 LARSON RD ECM

415400 FLORENCE RD 0 0.79 3 1 LAUGHLIN RD ECM - PVT DRWY

415500 SIMMONS RD 0 0.256 3 1 LAUGHLIN RD ECM - DEAD END

415600 JESSIE LN 0 0.217 3 1 FLORENCE RD ECM - PVT ROADPage 20 of 39TrAC November 6, 2019 Meeting -

ROAD


SNOW

PRIORITY

MAINT

ZONE BEGIN END

735300 VICTORIA LN CUL 0 0.02 3 1 VICTORIA LN CUL-DE-SAC

763100 WOODVIEW AVE 0 0.054 3 1 LEONARD'S ARAGON

765300 ALDERBROOK LN 0 0.101 3 1 ARROWHEAD ST MERRYVALE RD

765400 ALEXANDRA CT 0 0.06 3 1 .03 W OF DAHLIA CUL DE SAC

765600 ARGON AVE 0 0.126 3 1 SHENSTONE DR .06 E - WILLOWBRK

765601 ARGON AVE 0 0.077 3 1 LODENQUAI LN .03 E OF BYRON

765602 ARGON AVE 0 0.049 3 1 .02 W -COUNTRYSIDE .02 E -COUNTRYSIDE

765603 ARGON AVE 0 0.055 3 1 HYACINTH ST END

765700 BAMPTON CT 0 0.086 3 1 SEDONA DR KATY LN

765800 BELAIR DR 0 0.163 3 1 IMPALA AVE CUL-DE-SAC

765900 BERINGER CT 0 0.121 3 1 HYACINTH ST END

765910 BERINGER CT CUL 0 0.03 3 1 BERINGER CT CUL DE SAC

766000 BERRYWOOD DR 0 0.253 3 1 LYNNBROOK DR LANCASTER DR

766100 BORESEK LN 0 0.056 3 1 NAISMITH BLVD END

766200 BOWTIE AVE 0 0.078 3 1 GREENWICH AVE KALMIA ST

766300 LA DARRAH ST 0 0.133 3 1 IRVING RD LOY AVE

766400 BRETT LP 0 0.268 3 1 SHIRLEY ST SHIRLEY ST

766410 BRETT LP CUL 0 0.03 3 1 BRETT LP CUL-DE-SAC

766420 BRETT LP CUL 0 0.02 3 1 BRETT LP CUL-DE-SAC

766500 BUTTERFLY CREEK LN 0 0.021 3 1 ZINFANDEL LN END

766600 CABERNET LN 0 0.135 3 1 NAPA VALLEY LN SHADOWFOX DR

766700 CALUMET WAY 0 0.4 3 1 BEACON DR (E) EMILY LN

766710 CALUMET WAY CUL "A" 0 0.03 3 1 CALUMET WAY END

766720 CALUMET WAY CUL "B" 0 0.03 3 1 CALUMET WAY END

766730 CALUMET WAY CUL "C" 0 0.03 3 1 CALUMET WAY END

766740 CALUMET WAY CUL "D" 0 0.03 3 1 CALUMET WAY END

766800 CALUMET AVE 0 0.061 3 1 SPRING MEADOW SEDONA DR

766810 CALUMET CIR 0 0.02 3 1 CALUMET AVE END CUL-DE-SAC

766900 CHAMPAGNE LN 0 0.154 3 1 LARKSMEAD LN WILLOW SPRINGS

767000 CHARDONNAY LN 0 0.111 3 1 MERRYVALE RD SHADOWFOX DR

767200 CHIMNEY ROCK LN 0 0.198 3 1 HYACINTH ST VICTORIA LN

767300 CORTLAND LN 0 0.078 3 1 HAMPSHIRE LN NAISMITH BLVD

767400 CORVETTE LN 0 0.089 3 1 IMPALA AVE KALMIA ST

767500 COUNTRYSIDE LN 0 0.139 3 1 IRVINGTON DR ARGON AVE

767600 DANIEL DR 0 0.21 3 1 BEACON DR (E) END CUL

767610 DANIEL DR CUL 0 0.03 3 1 DANIEL DR END CUL

767800 DRY CREEK RD 0 0.281 3 1 ARROWHEAD ST ARROWHEAD ST

767900 DUBLIN AVE 0 0.14 3 1 BANNER ST S END

768000 DUCK HORN DR 0 0.194 3 1 WINERY LN NAPA CREEK DR

768100 EDDYSTONE PL 0 0.254 3 1 LANCASTER DR CUL-DE-SAC

768200 EDWARDS DR 0 0.195 3 1 SCENIC DR WENDOVER ST

768300 FEE CT 0 0.03 3 1 BROTHERTON AVE CUL-DE-SAC

768400 FIELD STONE CT 0 0.068 3 1 HYACINTH ST CUL-DE-SAC

768500 FROGS LEAP LN 0 0.158 3 1 DUCK HORN DR MELANIE LN

768600 GERALD AVE 0 0.158 3 1 TAITO ST SALTY WAY

768700 GIPSON ST 0 0.028 3 1 MACKIN AVE END

768800 GOLDBERRY LN 0 0.06 3 1 CHARDONNAY LN END

768900 GOOSE CROSS LN 0 0.126 3 1 MERRYVALE RD MERRYVALE RD

769000 GRACE DR 0 0.087 3 1 BEACON DR (E) DANIEL DR

769200 HAMMER LN 0 0.043 3 1 WILLOWBROOK ST END

769400 HONEYCOMB DR 0 0.159 3 1 SPRINGWOOD DR SYMPHONY DR

769500 JULIA LP 0 0.146 3 1 ROBBIE ST ROBBIE ST

769600 IMPALA AVE 0 0.269 3 1 GREENWICH AVE KALMIA ST

769700 JUSTINE LN 0 0.107 3 1 AUTUMN AVE LONE OAK DR

769710 JUSTINE CT 0 0.023 3 1 JUSTINE LN END

769800 KALMIA ST 0 0.35 3 1 IRVING RD SONY LPPage 21 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

769900 KATY LN 0 0.025 3 1 BAMPTON CT END

770000 KORBEL ST 0 0.275 3 1 IRVINGTON DR END

770010 KORBEL ST 0 0.022 3 1 WINERY LN END

770200 LARKSMEAD LN 0 0.17 3 1 ALTURA ST END

770300 LEONARD'S WAY 0 0.165 3 1 WILLOWBROOK ST .02 E OF HYACINTH

770400 LAZY AVE 0 0.125 3 1 BANTON AVE & CUL MILES WAY

770500 LODENQUAI LN 0 0.114 3 1 ARGON AVE .01 N OF IRVINGTON

770600 MAHONIA LN 0 0.067 3 1 CALUMET WAY HERMAN ST

770700 MACKIN AVE 0 0.33 3 1 NAISMITH BLVD NAISMITH BLVD

770800 MARIA LYNN AVE 0 0.025 3 1 JULIA LP END

770900 MELANIE LN 0 0.104 3 1 NAPA CREEK DR ARROWHEAD ST

771000 MERLOT AVE 0 0.047 3 1 ARROWHEAD ST DEAD END

771100 MERRYVALE RD 0 0.337 3 1 WINERY LN KORBEL ST

771200 MILES WAY 0 0.135 3 1 SALTY WAY END

771300 MIMI ST 0 0.073 3 1 GREEN LN SUSAN ST

771500 MONTECELLO LN 0 0.12 3 1 DUCK HORN DR VINTNER LN

771600 NAISMITH BLVD 0 0.192 3 1 HAMPSHIRE LN DEAD END

771700 NAISMITH BLVD 0 0.358 3 1 HYACINTH ST DEAD END

771800 NAPA CREEK DR 0 0.148 3 1 DUCK HORN DR MELANIE LN

771900 NAPA VALLEY LN 0 0.178 3 1 KORBEL ST ZINFANDEL LN

772000 PATRICIA ST 0 0.102 3 1 NAISMITH BLVD DEAD END

772100 PAULA CT 0 0.045 3 1 TERRA LINDA ST END

772200 PINOT NOIR LN 0 0.029 3 1 MERRYVALE RD END

772300 PIPER SONOMA ST 0 0.13 3 1 ARROWHEAD ST DRY CREEK RD

772500 QUAIL RIDGE LN 0 0.141 3 1 MERRYVALE RD KORBEL ST

772510 QUAIL RIDGE LN CUL 0 0.025 3 1 QUAIL RIDGE LN END

772600 REDROCK WAY 0 0.115 3 1 SPRING MEADOW CUL-DE-SAC

772700 RHINE WAY 0 0.04 3 1 ARROWHEAD ST DEAD END

772800 RISDEN PL 0 0.219 3 1 LANCASTER DR DEAD END

772810 RISDEN PL CUL # 2 0 0.053 3 1 RISDEN PL CUL-DE-SAC

773000 SABRENA AVE 0 0.185 3 1 LYNNBROOK DR DEAD END

773010 SABRENA AVE CUL # 1 0 0.053 3 1 SABRENA AVE CUL-DE-SAC

773020 SABRENA AVE CUL # 2 0 0.053 3 1 SABRENA AVE CUL-DE-SAC

773100 SEDONA DR 0 0.328 3 1 BEACON DR (E) .01 N - CALUMET CIR

773200 SPRING MEADOW AVE 0 0.462 3 1 SPRING CR DR BEACON DR (E)

773400 SHADOWFOX DR 0 0.026 3 1 CHARDONNAY LN DEAD END

773500 SILVERADO TRAIL 0 0.153 3 1 HYACINTH ST BERINGER CT

773600 SONOMA DR 0 0.115 3 1 ARROWHEAD ST WINERY LN

773700 SONY LP 0 0.144 3 1 KALMIA ST KALMIA ST

773710 SONY LP CUL 0 0.053 3 1 SONY LP CUL-DE-SAC

773800 STAGS LEAP CT 0 0.086 3 1 SILVERADO TRAIL END

773900 STONE CREEK DR 0 0.115 3 1 DUCK HORN DR SONOMA DR

774000 STONEHAVEN ST 0 0.125 3 1 ALTURA ST .02 E - CHAMPAGNE

774100 SWEETWATER LN 0 0.138 3 1 BERRYWOOD DR CUL-DE-SAC

774200 SWENSON LN 0 0.044 3 1 WILLOWBROOK ST CUL-DE-SAC

774300 SYMPHONY DR 0 0.196 3 1 DANIEL DR END

774400 STARRY LN 0 0.035 3 1 IRVING RD CROWTHER LN

774700 TERRA LINDA ST 0 0.065 3 1 KENDRA ST END+K921

774900 VINTNER LN 0 0.086 3 1 FROGS LEAP LN SONOMA DR

775000 VIOLET LN 0 0.044 3 1 DAHLIA LN END

775100 WENDOVER ST 0 0.118 3 1 EDWARDS DR END

775110 WENDOVER ST CUL 0 0.02 3 1 WENDOVER ST CUL-DE-SAC

775200 WINERY LN 0 0.187 3 1 ARROWHEAD ST DUCK HORN DR

775300 ZINFANDEL LN 0 0.162 3 1 KORBEL ST DEAD END

775603 ARAGON AVE 0 0.055 3 1 0.025 W - WOODVIEW 0.03 E - WOODVIEW

775700 ALTURA ST 0 0.16 3 1 CHIMNEY ROCK LN .027 S - KINGSBURYPage 22 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

775800 ALTURA ST 0 0.175 3 1 .023 N OF CARTHAGE WILLOW SPRINGS

775900 WILLOW SPRINGS DR 0 0.139 3 1 RIVER RD ALTURA ST

776000 WATERSTONE DR 0 0.08 3 1 ALTURA ST CHAMPAGNE LN

776100 LYNNBROOK DR CUL 0 0.028 3 1 LYNNBROOK DR CUL-DE-SAC

776200 CROWTHER DR 0 0.433 3 1 .035 E OF BORDERS END

776300 SERENA WAY 0 0.083 3 1 CROWTHER DR BORDERS DR

776400 WOODEN WAY 0 0.055 3 1 CROWTHER DR BORDERS DR

776500 BORDERS DR 0 0.228 3 1 CROWTHER DR CROWTHER DR

776700 DORCHESTER LN 0 0.134 3 1 DEAD END CUL-DE-SAC

776900 QUIET LN 0 0.034 3 1 FERNDALE DR ECM - DEAD END

777000 PEREGRINE ST 0 0.083 3 1 RIVER LP #1 END



777300 HELEN ST 0.05 0.175 3 1 HELEN ST ROSS LN

777400 BANTON AVE 0 0.019 3 1 GRIZZLY AVE END

778000 WATSON DR 0 0.194 3 1 SCENIC DR WENDOVER ST

778100 NOTTINGHAM AVE 0 0.191 3 1 SCENIC DR WENDOVER ST

778130 NOTTINGHAM AVE CUL 'A' 0 0.034 3 1 NOTTINGHAM AVE CUL DE SAC

778170 NOTTINGHAM AVE CUL 'B' 0 0.034 3 1 NOTTINGHAM AVE CUL DE SAC

778200 CINDY ST 0 0.044 3 1 CINDY ST END

778300 YOGI WAY 0 0.115 3 1 WILKES DR DEAN AVE

778500 SCOTTDALE ST 0 0.092 3 1 OROYAN AVE END+K951

778600 QUIET LN 0 0.21 3 1 FEDERAL LN END

778700 SWAIN LN 0 0.13 3 1 RIVER RD DEAD END

778900 AVA ST 0 0.161 3 1 FEDERAL LN END

778950 AVA ST CUL-DE-SAC 0 0.066 3 1 AVA ST END

779000 EMILY LN 0 0.015 3 1 CALUMET WAY END

779100 OROYAN AVE 0 0.224 3 1 SHANNON ST RIVER RD

779500 ROSS LN 0 0.242 3 1 HUNSAKER-BEAVER LONE OAK AVE

779550 ROSS LN 0 0.126 3 1 DIVISION AVE LONE OAK AVE

779610 LONE OAK AVE 0 0.046 3 1 ROSS LN END

779620 LONE OAK AVE 0 0.035 3 1 ROSS LN DEAD END

779700 LONE OAK DR 0 0.108 3 1 DIVISION AVE DEAD END

779800 LONE OAK WAY 0 0.252 3 1 LONE OAK DR GREEN LN

779900 ZANE LN 0 0.05 3 1 RIVER LP #1 END

780100 W. MYOAK DR 0 0.14 3 1 RIVER RD END

780400 LENORE DR 0 0.113 3 1 RUBY AVE SANTA CLARA AVE

780500 LENORE LP 0 0.092 3 1 RUBY AVE LENORE DR

781800 HYACINTH ST 0 0.139 3 1 IRVINGTON DR ARGON AVE

782000 KENDRA ST 0 0.125 3 1 WILKES DR DEAN AVE

782100 KENDRA ST 0 0.145 3 1 WILKES DR TERRA LINDA ST

784000 SPRINGWOOD DR 0 0.22 3 1 RIVER RD SEDONA DR

784010 SPRINGWOOD DR CUL 0 0.108 3 1 SPRINGWOOD DR CUL-DE-SAC

785900 GREEN LN 0 0.251 3 1 RIVER RD MIMI ST

789700 TORRINGTON AVE 0 0.302 3 1 .070 S - LYNNBROOK .026 N OF HYACINTH

789730 TORRINGTON AVE CUL "C" 0 0.045 3 1 TORRINGTON AVE CUL-DE-SAC

789740 TORRINGTON AVE CUL "D" 0 0.043 3 1 TORRINGTON AVE CUL-DE-SAC

789750 TORRINGTON AVE CUL "E" 0 0.037 3 1 TORRINGTON AVE CUL-DE-SAC

790400 TAZ LN 0 0.052 3 1 TAITO ST END

790500 TAITO ST 0 0.252 3 1 HUNSAKER-BEAVER MILES WAY

790800 SHIRLEY ST 0.024 0.215 3 1 SHIRLEY ST SHIRLEY ST

792800 WILLOWBROOK ST 0 0.134 3 1 IRVINGTON DR ARGON AVE

796200 SILVER OAK DR 0 0.142 3 1 RIVER RD HAMPSHIRE LN

107100 TAMORA DR 0 0.27 3 1 BOOTH KELLY RD ECM - DEAD END

120100 GLENFIDDICH WAY 0 0.206 3 1 S. WILLAMETTE ST CUL DE SAC

122500 KINWOOD RD 0 0.123 3 1 SANFORD RD NOT CONST AHEADPage 23 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

123100 WOODSIA LN 0 0.27 3 1 FOX HOLLOW RD ECM - PVT ROAD

184600 ROSE BLOSSOM DR (N) 0 0.132 3 1 HAYDEN BR RD DEBRA DR

184700 ROSE BLOSSOM DR (S) 0 0.09 3 1 HAYDEN BR RD .09 S HAYDEN BR R

190100 LUZKOW LN 0 0.183 3 1 HOWARD RD ECM - DEAD END

198500 OLD MARCOLA RD 0 0.597 3 1 MARCOLA RD JOHNSON RD

199600 SPRING VALLEY LN 0 0.07 3 1 HOWARD RD ECM - DEAD END

199800 W. 44TH AVE 0 0.048 3 1 BLANTON HEIGHTS ST W. 44TH AVE

313600 COMPTON LN 0 0.25 3 1 RIVERVIEW DR ECM - PVT DWY

775710 ALTURA ST 0 0.2 3 1 ALTURA ST CUL-DE-SAC

100800 ASH ST 0 0.198 4 1 S. 02ND ST CUL-DE-SAC

100900 CENTRAL BLVD 0.05 0.25 4 1 CITY LIMITS (SPR) SHASTA BLVD

106100 DEERHORN RD CUL 0 0.025 4 1 DEERHORN RD CUL DE SAC

107900 FOREST GLEN WAYSIDE 0 0.047 4 1 MCKENZIE HWY, 126 END

108100 DEERHORN WAYSIDE 0 0.026 4 1 BRIDGE ST END

121900 RESTWELL RD 0 0.229 4 1 S. MODESTO DR NOT CONST AHEAD

122200 RAINBOW VALLEY RD 0 0.534 4 1 GIMPL HILL RD GIMPL HILL RD

196200 CONLEY RD 0 0.207 4 1 MCKENZIE HWY, 126 DEAD END

199200 PARKHURST RD 0 0.084 4 1 MCKENZIE HWY, 126 MCKENZIE RIVER

213000 CAMAS SWALE RD 0.76 7.01 1 2 CITY LIMITS WEISS RD

215600 MARKET RD 0 0.672 1 2 HWY 99 GOSH/DIVIDE GREENWOOD ST

219200 LYNX HOLLOW RD 0 3.902 1 2 HWY 99 GOSH/DIVIDE ECM - DEAD END

220200 E. SAGINAW RD 0 0.622 1 2 HWY 99 GOSH/DIVIDE I-5 OFF RAMP

220300 DELIGHT VALLEY SCH RD N 0 1.108 1 2 E. SAGINAW RD ECM - PVT RD

221000 N. RIVER RD 0 0.433 1 2 HWY 99 GOSH/DIVIDE BENNETT CR RD

221800 S. 06TH ST 1.075 2.197 1 2 CLEVELAND ST LONDON RD

224800 SWEET LN 0 0.718 1 2 HWY 99 GOSH/DIVIDE TALEMENA DR

240000 ROW RIVER RD 1.384 12.052 1 2 CURRIN CONN SHOREVIEW DR

241000 SEARS RD 0 9.808 1 2 ROW RIVER RD CLOVERDALE RD

244000 SHOREVIEW DR 0 6.583 1 2 ROW RIVER RD ROW RIVER RD

250000 MOSBY CR RD 1.204 9.657 1 2 CURRIN CONN ECM - BLM #21-2-31.1

252200 THORNTON LN 0.16 0.518 1 2 CITY LIMITS (COT) ECM - GATE

252400 CURRIN CONN 0 0.071 1 2 MOSBY CR RD ROW RIVER RD

253005 ROW RIVER CONN #2 (Y) 0 0.019 1 2 ROW RIVER CONN #1 ROW RIVER CONN #2

253100 ROW RIVER CONN #1 0 0.074 1 2 MOSBY CR RD ROW RIVER RD

260000 COTTAGE GROVE-LORANE 0.82 12.654 1 2 CITY LIMIT (COT) OLD LORANE RD

264500 GOWDYVILLE RD 0 0.44 1 2 C G - LORANE RD TERRITORIAL HWY

269900 LATHAM RD 0 0.965 1 2 HWY 99 GOSH/DIVIDE S. 06TH ST

270000 LONDON RD 0 12.953 1 2 LATHAM RD BLM #23-3-5.4

213200 HAMM RD 0 5.607 2 2 TERRITORIAL HWY WEISS RD

215800 GREEN VALLEY ST 0 0.26 2 2 MARKET RD ORCHARD AVE

216000 DAVISSON RD 0 3.729 2 2 HWY 99 GOSH/DIVIDE HWY 99 GOSH/DIVIDE

216200 RIVER DR 0 2.943 2 2 CLOVERDALE RD DAVISSON RD

216500 HILLVIEW RD 0 1.38 2 2 RIVER DR ORCHARD AVE

217400 HOWE LN 0 3.165 2 2 HWY 99 GOSH/DIVIDE CAMAS SWALE RD

217800 DEBERRY RD 0 2.15 2 2 HOWE LN GATE

220400 DELIGHT VALLEY SCH RD S 0 0.724 2 2 E. SAGINAW RD END CNTY MAINT

220800 W. SAGINAW RD 0 1.36 2 2 HWY 99 GOSH/DIVIDE END CNTY MAINT

221200 BENNETT CR RD 0 2.989 2 2 N. RIVER RD ECM - DEAD END

221204 BENNETT CR RD (Y) 0 0.026 2 2 N. RIVER RD BENNETT CR RD

223200 TAYLOR BUTTE RD 0 0.717 2 2 HILLSIDE DR CHISHOLM TRAIL DR

225000 TALEMENA DR 0 0.76 2 2 SWEET LN TALEMENA PL

225100 TIOGA DR 0 0.19 2 2 TALEMENA DR WATAGUA WY & CUL

225200 TIOGA CT 0 0.142 2 2 TIOGA DR ECM - DEAD END

226000 KENADY LN 0 2.187 2 2 HWY 99 GOSH/DIVIDE ECM - DEAD END

226100 VALLEY VIEW LN 0 0.298 2 2 KENADY LN ECM - DEAD END

227000 MARTIN CR RD 0 1.191 2 2 HWY 99 GOSH/DIVIDE ECMPage 24 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

240000 ROW RIVER RD 12.052 19.778 2 2 SHOREVIEW DR BRICE CR RD

241600 MOLITOR HILL RD 0 0.982 2 2 SEARS RD ECM - PVT DRWY

241800 CEDAR PARK RD (N) 0 0.67 2 2 ROW RIVER RD ECM - DEAD END

245500 RAT CR RD 0 1.426 2 2 ROW RIVER RD ECM - BLM # 20-2-27

245800 WICKS RD 0 0.473 2 2 ROW RIVER RD ECM - PVT RD (GATE)

252000 THORNTON RD (S) 0.233 0.284 2 2 CITY LIMITS (COT) ECM - DEAD END

253000 ROW RIVER CONN #2 0 0.124 2 2 ROW RIVER CONN #1 ROW RIVER RD

257000 BLUE MTN SCHOOL RD 0 3.206 2 2 MOSBY CR RD ECM - ROAD AHEAD

270000 LONDON RD 12.953 14.135 2 2 BLM #23-3-5.4 ECM - BLM (GATE)

273000 COTTAGE GROVE RES RD 0 4.583 2 2 LONDON RD LONDON RD

275500 SHOESTRING RD 0 3.77 2 2 LONDON RD DOUGLAS CNTY

535800 SIUSLAW RD 39.4 44.207 2 2 WOLF CR RD TERRITORIAL HWY

212200 DORENA COVERED BR WAY 0 0.11 3 2 SHOREVIEW DR PARKING LOT

212700 MARLOW RD 0 0.26 3 2 TERRITORIAL HWY END PAVEMENT

213100 FLORENCE AVE 0 0.72 3 2 CAMAS SWALE RD HOWE LN

213300 BUTTE RD 0.566 2.288 3 2 CITY LIMITS (CRE) HOWE LN

213500 IDYLLWILD RD 0 0.433 3 2 BUTTE RD ECM - DEAD END

213900 SHER KHAN RD 0 0.975 3 2 CAMAS SWALE RD ECM - PVT RD

214000 DANVILLE RD 0 0.525 3 2 SHER KHAN RD DEAD END

214200 BAILEY RD 0 0.12 3 2 CAMAS SWALE RD END OF PAVEMENT

214400 TOLMAN RD 0 0.943 3 2 CAMAS SWALE RD ECM - PVT RD

214500 CLAYTON RD 0 0.436 3 2 CAMAS SWALE RD ECM - LAR AHEAD

214600 WEISS RD 0 2.052 3 2 CAMAS SWALE RD ECM - BLM #19-4-26

214700 NAPPER RD 0 0.1 3 2 WEISS RD ECM - PVT RD (GATE)

214800 MICKELSON RD 0 0.66 3 2 CAMAS SWALE RD ECM - DEAD END

216100 TREADWELL RD 0 0.061 3 2 HWY 99 GOSH/DIVIDE DAVISSON RD

216205 RIVER DR (Y) 0 0.019 3 2 CLOVERDALE RD RIVER DR

216300 BROOKHURST ST 0 0.171 3 2 CLOVERDALE RD ECM - DEAD END

216800 ORCHARD AVE 0 0.676 3 2 RIVER DR GREEN VALLEY ST

216805 ORCHARD AVE (Y) 0 0.036 3 2 RIVER DR ORCHARD AVE

216900 ASTORIA AVE 0 0.034 3 2 BROOKHURST ST END CNTY MAINT

217100 GREENWOOD ST 0 0.261 3 2 ORCHARD AVE MARKET RD

217600 MAHR LN 0 0.744 3 2 HOWE LN ECM

217605 MAHR RD (Y) 0 0.048 3 2 HOWE LN MAHR LN

217700 GIBSON LN 0 0.747 3 2 HOWE LN BUTTE RD

218200 W. TATE RD 0 1.007 3 2 HWY 99 GOSH/DIVIDE PVT DRIVE

218400 TATE RD (E) 0 0.202 3 2 HWY 99 GOSH/DIVIDE DAVISSON RD

218800 MILL RD 0 0.355 3 2 HWY 99 GOSH/DIVIDE GATE

219300 TURKEY RUN RD 0 1.057 3 2 LYNX HOLLOW RD ECM - PVT RD

219400 BEACH RD 0 1.456 3 2 LYNX HOLLOW RD ECM - BLM #20-4-1

219500 MELODY LN 0 0.28 3 2 LYNX HOLLOW RD ECM - PVT RD (GATE)

219600 CEA-JAC RD 0 0.366 3 2 HWY 99 GOSH/DIVIDE ECM - PVT RD

219700 ENGLAND RD 0 0.59 3 2 HWY 99 GOSH/DIVIDE ECM - PVT RD

219800 N. JACKSON RD 0 0.365 3 2 LYNX HOLLOW RD ECM - PVT RD

219900 LAJOIE RD 0 0.153 3 2 LYNX HOLLOW RD ECM - PVT RD

220500 BACHMANN LN 0 0.136 3 2 DELIGHT VALLEY SCH ECM - GRASS RD

221700 CLEVELAND ST 0 0.24 3 2 S. 06TH ST ECM - PVT RD

221900 LINCOLN AVE 0.198 0.301 3 2 S. 10TH ST S. 12TH ST

222000 S. 10TH ST 0 0.105 3 2 JOHNSON AVE COOPER AVE

222100 S. 11TH ST 0 0.12 3 2 JOHNSON AVE ECM - PVT RD

222200 S. 12TH ST 0 0.048 3 2 LINCOLN AVE COOPER AVE

222300 COOPER AVE 0 0.12 3 2 S. 10TH ST ECM - PVT DRWY

222400 GODDARD LN 0 0.72 3 2 S. 06TH ST ECM - DEAD END

222700 SHERRI CT 0 0.043 3 2 HOWARD LP CUL DE SAC

222800 SUNSET DR 0 0.441 3 2 TAYLOR BUTTE RD ECM - DEAD END

222900 HOWARD CT 0 0.058 3 2 HOWARD LP CUL DE SACPage 25 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

223000 HOWARD LP 0 0.594 3 2 HILLSIDE DR SUNSET DR

223100 SOUTHGATE WAY 0 0.035 3 2 HILLSIDE DR ECM - DEAD END

223300 TAFT AVE 0 0.12 3 2 S. 06TH ST ECM

223400 TOBIASSON RD 0 0.135 3 2 S. 06TH ST ECM - PVT RD

225300 WATAGUA WAY & CUL 0 0.531 3 2 CUL DE SAC END CNTY MAINT

225400 DUGAN LN 0 0.893 3 2 HWY 99 GOSH/DIVIDE ECM - PVT DRWY

225500 WATAGUA PL 0 0.435 3 2 CUL DE SAC ECM - DEAD END

225600 WAUKEENA WAY & CUL 0 0.372 3 2 WATAGUA WY & CUL CUL DE SAC

225700 WAHEENA CT 0 0.046 3 2 WAUKEENA W & CUL ECM - DEAD END

225800 HIAWASSEE WAY 0 0.078 3 2 WATAGUA WY & CUL ECM - DEAD END

226200 BURKETT RD 0 0.78 3 2 MARTIN CR RD ECM - PVT RD

226300 LONGVIEW LN 0 0.891 3 2 HWY 99 GOSH/DIVIDE DOUGLAS CNTY

241200 MEYER RD 0 2.383 3 2 SEARS RD ECM - BLM #20-2-18

241400 WITCHER GATEWAY RD 0 0.1 3 2 MEYER RD END OF PAVEMENT

241500 QUAIL LOOP RD 0 0.648 3 2 MOLITOR RANCH RD MOLITOR RANCH RD

241700 MOLITOR RANCH RD 0 0.654 3 2 SEARS RD MOLITOR RANCH RD

242000 CEDAR PARK RD (S) 0 0.328 3 2 ROW RIVER RD ECM - DEAD END

242500 BRYSON-SEARS RD 0 0.78 3 2 ROW RIVER RD END OF PAVEMENT

242600 SUNFLOWER CT 0 0.1 3 2 ROW RIVER RD ECM - DEAD END

243000 BOOTH KELLY CAMP RD 0 0.56 3 2 WICKS RD ECM - PVT RD

244200 SPILLWAY RD 0 0.237 3 2 SHOREVIEW DR ECM - PVT RD (GATE)

244500 GILLISPIE RD 0 0.215 3 2 SHOREVIEW DR ECM - PVT DRWY

246000 SHARPS CR RD 0 10.16 3 2 ROW RIVER RD END OF PAVEMENT

246500 LOWER BRICE CR RD 0 3.69 3 2 ROW RIVER RD LAYNG CR RD

247000 BRICE CR RD 0 8.122 3 2 ROW RIVER RD CHAMPION CR RD

251900 LLOYD AVE 0 0.123 3 2 THORNTON LN ECM - DEAD END

252300 WHETHAM WAY 0 0.15 3 2 THORNTON LN ECM - PVT DRWY

252500 CURRIN BLVD 0 0.277 3 2 CURRIN CONN ROW RIVER RD

253500 QUAGLIA RD 0 0.66 3 2 MOSBY CR RD ECM - PVT RD (GATE)

254200 LAYNG RD 0 1.424 3 2 MOSBY CR RD ROW RIVER RD

254500 LEATHERS LN 0 0.106 3 2 LAYNG RD BIGELOW WAY

254600 BIGELOW WAY 0 0.183 3 2 LEATHERS LN ECM - DEAD END

255300 CENTER ST 0 0.27 3 2 MOSBY CR RD ECM - DEAD END

255400 FERN AVE 0 0.111 3 2 MOSBY CR RD CENTER ST

255500 GAROUTTE RD 0 2.507 3 2 MOSBY CR RD SHOREVIEW DR

256000 LAND LN 0 0.256 3 2 GAROUTTE RD ECM - PVT DRWY

256500 SCOTT RD 0 0.465 3 2 MOSBY CR RD ECM - DEAD END

257500 ALLEN RD 0 0.771 3 2 BLUE MTN SCHOOL END OF PAVEMENT

258000 PERKINS CR RD 0 1.6 3 2 MOSBY CR RD ECM - PVT DRWY

263500 COTTAGE GROVE CEM RD 0 0.21 3 2 C G - LORANE RD ECM - DEAD END

264500 GOWDYVILLE RD 0.44 1.89 3 2 C G - LORANE RD END OF PAVEMENT

264600 HALDERMAN RD 0 0.45 3 2 GOWDYVILLE RD ECM

265500 RUDOLPH RD 0 0.628 3 2 C G - LORANE RD C G - LORANE RD

266000 ADAMS RD 0 0.499 3 2 C G - LORANE RD GOWDYVILLE RD

266500 VEATCH RD 0 0.534 3 2 C G - LORANE RD C G - LORANE RD

267000 REPSLEGER RD 0 0.874 3 2 C G - LORANE RD CASTLEBERRY RD

267500 OVERHOLSER RD 0 1.033 3 2 C G - LORANE RD ECM - DIRT RD

268000 HAZELTON RD 0 0.55 3 2 C G - LORANE RD ECM - BLM RD

270200 GLAISYER HILL RD 0 0.578 3 2 COTTAGE GROVE RES ECM - DEAD END

270300 ARNE LN 0 0.112 3 2 LONDON RD ECM - PVT DRWY

270400 RACHEL RD 0 0.04 3 2 HWY 99 GOSH/DIVIDE RACHEL RD (LAR)

270600 CARMEN LN 0 0.12 3 2 LONDON RD ECM - PVT DRWY

270700 WILLIAMS CR LP 0 0.132 3 2 LONDON RD BARRICADE

270700 WILLIAMS CR LP 0.21 0.405 3 2 BARRICADE LONDON RD

271000 MCDOLE RD 0 0.89 3 2 LATHAM RD ECM - MCDOLE

271100 COUGAR MT RD 0 0.3 3 2 LONDON RD ECM - DEAD ENDPage 26 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

271200 YEAROUS RD 0 0.15 3 2 MCDOLE RD HULL RD

271400 HULL RD 0 0.3 3 2 MCDOLE RD YEAROUS RD

271600 PLASTER RD 0 0.05 3 2 MCDOLE RD SUNSET VIEW RD

271900 WILSON CREEK RD 0 0.858 3 2 COTTAGE GROVE RES ECM - BLM #21-3-33

272000 SIMPSON CT 0 0.123 3 2 WILSON CREEK RD ECM - PVT DRWY

272100 CONIFER CT 0 0.383 3 2 WILSON CREEK RD ECM - PVT DRWY

272500 GREEN ACRES LP 0 0.411 3 2 LONDON RD END OF LOOP

272600 HARRIS DR 0 0.24 3 2 LONDON RD NELLIE LN

272700 RIDGE DR 0 0.14 3 2 HOOTON'S CORNERS GREEN ACRES LP

272740 RIDGE DR CUL 0 0.045 3 2 RIDGE DR CUL DE SAC

272800 NELLIE LN 0 0.389 3 2 HARRIS DR HARRIS DR

272900 HOOTON'S CORNERS RD 0 0.41 3 2 LONDON RD ECM - DEAD END

273100 HEBRON RD 0 0.224 3 2 COTTAGE GROVE RES ECM - PVT RD

273105 HEBRON RD (Y) 0 0.035 3 2 COTTAGE GROVE RES HEBRON RD

274000 SHORTRIDGE HILL RD 0 0.321 3 2 LONDON RD LONDON RD

274100 RILEY LN 0 0.22 3 2 SHORTRIDGE HILL RD ECM - DEAD END

274500 CEDAR CR RD 0 2.224 3 2 LONDON RD ECM - BLM #22-4-14

275000 RAISOR RD 0 0.994 3 2 LONDON RD ECM - PVT DRWY (GRAVEL)

275700 JOE GEER RD 0 0.235 3 2 SHOESTRING RD ECM - PVT DRWY

299000 BAKER BAY PARK RD 0 0.319 3 2 SHOREVIEW DR ECM - CAMPING

299020 BAKER BAY PARK RD (W) 0 0.462 3 2 BAKER BAY PARK RD ECM - PARKING LOT

299030 BAKER BAY PARK RD (N) 0 0.197 3 2 BAKER BAY PARK (W) ECM - PARKING LOT

408500 EASY ACRES DR 0 1.196 3 2 TERRITORIAL HWY CUL DE SAC

409300 POWELL RD 0 0.427 3 2 TERRITORIAL HWY ECM - PVT (GATE)

409600 SIMONSEN RD 0 1.729 3 2 TERRITORIAL HWY ECM - PVT DRWY

409605 SIMONSEN RD (Y) 0 0.157 3 2 TERRITORIAL HWY SIMONSEN RD

439100 SIUSLAW FALLS RD 0 0.49 3 2 SIUSLAW RD ECM - PARK

439200 LETZ CR RD 0 0.98 3 2 SIUSLAW RD END OF PAVEMENT

439300 FIRE RD 0 1.383 3 2 SIUSLAW RD ECM - PVT DRWY

439600 OLD LORANE RD 0 0.727 3 2 TERRITORIAL HWY TERRITORIAL HWY

439700 LORANE ORCHARD RD 0 0.356 3 2 OLD LORANE RD ECM - DEAD END

535800 SIUSLAW RD 26.818 39.4 3 2 WOLF CR RD TERRITORIAL HWY

264500 GOWDYVILLE RD 7.71 9.034 3 2 BEGIN OF PAVEMENT TERRITORIAL HWY

267200 REPSLEGER BRANCH RD 0 0.15 3 2 REPSLEGER RD ECM - DEAD END

212700 MARLOW RD 0.26 2.063 4 2 END PAVEMENT ECM - PVT RD

214200 BAILEY RD 0.12 0.22 4 2 END OF PAVEMENT ECM - DEAD END

217800 DEBERRY RD 2.15 2.775 4 2 GATE ECM - BLM RD

218800 MILL RD 0.355 0.417 4 2 GATE ECM

220900 VALLEY VIEW RD 0 0.092 4 2 W. SAGINAW RD ECM - DEAD END

241400 WITCHER GATEWAY RD 0 0.653 4 2 END OF PAVEMENT END

242500 BRYSON-SEARS RD 0.78 1.216 4 2 END OF PAVEMENT ECM - PVT RD

246000 SHARPS CR RD 10.16 17.745 4 2 END OF PAVEMENT CHAMPION CR RD

247300 CHAMPION CR RD 0 8.137 4 2 BRICE CR RD SHARPS CR RD

254400 OAK RD 0 0.307 4 2 LAYNG RD ECM - (CATTLE GD)

257200 BLUE MOUNTAIN LANE 0 0.72 4 2 BLUE MTN SCHOOL ECM - PVT GATE

257500 ALLEN RD 0.771 0.97 4 2 END OF PAVEMENT ECM - DEAD END

260100 TERRITORIAL LN 0 0.699 4 2 TERRITORIAL HWY DEAD END

264500 GOWDYVILLE RD 1.89 7.71 4 2 END OF PAVEMENT BEGIN OF PAVEMENT

268400 E. HILL RD 0 0.2 4 2 C G - LORANE RD ECM - PVT DRWY

268500 N. HILL RD 0 0.828 4 2 C G - LORANE RD ECM - DEAD END

268600 W. HILL RD 0 0.369 4 2 HAWLEY CR RD ECM - DEAD END

271800 SUNSET VIEW RD 0 0.095 4 2 MCDOLE RD PLASTER RD

276000 N. ROUSE RD 0 0.31 4 2 LONDON RD ECM - DEAD END

276500 FIRE CLAY RD 0 2.144 4 2 LONDON RD ECM - PVT LOG RD

277000 S. ROUSE RD 0 0.2 4 2 LONDON RD ECM - DEAD END

277100 BRUMBAUGH LN 0 0.449 4 2 BLUE MTN SCHOOL ALLEN RDPage 27 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

277300 SNAUER LN 0.369 0.4 4 2 LAR ROW RIVER RD

439200 LETZ CR RD 0.98 1.286 4 2 END OF PAVEMENT ECM - BLM

199400 BOB STRAUB PARKWAY 0 2.059 1 3 MCKENZIE HWY, 126 JASPER RD

621900 JASPER RD 0 4.34 1 3 S. 42ND ST JASPER-LOWELL RD

182500 FRANKLIN BLVD (E) 0 1.121 1 3 FRANKLIN FRONTAGE TWIN BUTTES RD

187000 DILLARD RD 0 4.016 1 3 HWY 99 GOSH/DIVIDE ECM - CITY LIMITS

211400 HARVEY RD 0 0.87 1 3 HWY 99 GOSH/DIVIDE UGB/CITY LIMITS

211500 NIEBLOCK LN 0 0.317 1 3 HARVEY RD ECM

601000 CLOVERDALE RD 0 3.276 1 3 HWY 58 HENDRICKS RD

602800 BEAR CR RD 0 2.16 1 3 CLOVERDALE RD RODGERS RD

605800 RIDGEWAY RD 0 2.54 1 3 HWY 58 EDENVALE RD

607500 ENTERPRISE RD 0 1.656 1 3 HWY 58 RODGERS RD

610400 RATTLESNAKE RD 0 4.474 1 3 HWY 58 LOST CR RD

610495 RATTLESNAKE RD (Y) 4.403 4.446 1 3 RATTLESNAKE RD LOST CR RD

611000 RATTLESNAKE RD (N) 0 0.195 1 3 HWY 58 WHEELER RD

611400 DEXTER RD 0 2.146 1 3 HWY 58 ECM - DEAD END

611405 DEXTER RD (Y) 0 0.097 1 3 HWY 58 DEXTER RD

611500 DEXTER RD CONN 0 0.023 1 3 LOST CR RD DEXTER RD

612000 LOST CR RD 0 1.87 1 3 HWY 58 LOST CR BR

615400 HIGH PRAIRIE RD 0 6.619 1 3 01ST ST HIGH PRAIRIE LP

622000 JASPER-LOWELL RD 0 11.278 1 3 JASPER RD HWY 58

622500 PLACE RD 0 4.49 1 3 JASPER-LOWELL RD JASPER-LOWELL RD

622700 PENGRA RD 0 4.999 1 3 JASPER-LOWELL RD JASPER-LOWELL RD

622800 PENGRA CONN 0 0.027 1 3 PENGRA RD PLACE RD

104200 MT VERNON RD 0 0.359 2 3 JASPER RD S. 57TH ST

621000 WALLACE CR RD 0 2.653 2 3 JASPER RD ECM - DEAD END

622200 HILLS CR RD 0 6.06 2 3 JASPER-LOWELL RD ECM - BLM #18-1-22

623000 LITTLE FALL CR RD 0 3.678 2 3 JASPER-LOWELL RD ECM - USFS #1806

188100 SEAVEY LP RD 0 3.791 2 3 HWY 58 FRANKLIN BLVD (E)

188195 SEAVEY LP RD (Y) 3.773 3.795 2 3 SEAVEY LP RD FRANKLIN BLVD (E)

188400 MATHEWS RD 0 2.443 2 3 HWY 58 HWY 58

211000 DALE KUNI RD 0 1.43 2 3 HWY 99 GOSH/DIVIDE ECM

601400 HENDRICKS RD 0 0.94 2 3 CLOVERDALE RD ENTERPRISE RD

605900 ZEPHYR WAY 0 0.497 2 3 RIDGEWAY RD ECM - DEAD END

606100 TILLICUM AVE 0 0.318 2 3 HWY 58 WILLAMA VISTA ST

606800 EDENVALE RD 0 3.273 2 3 HWY 58 PARKWAY RD

609400 PHEASANT LN 0 1.204 2 3 HWY 58 WHEELER RD

609800 HILL TOP DR 0 1.418 2 3 HWY 58 WHEELER RD

611100 MATHEWS DR 0 0.08 2 3 HWY 58 ECM - DEAD END

611600 BARBRE RD 0 0.62 2 3 DEXTER RD ECM - DEAD END

612000 LOST CR RD 1.87 5.888 2 3 LOST CR BR ECM - BLM #20-1-10.1

612800 WESTFIR-OAKRIDGE RD 0 6.065 2 3 HWY 58 HIGH PRAIRIE RD

612895 WESTFIR-OAKRIDGE RD (Y) 6.044 6.068 2 3 WESTFIR-OAKRIDGE HIGH PRAIRIE RD

613000 MCFARLAND RD 0 1.582 2 3 WESTFIR-OAKRIDGE HIGH PRAIRIE RD

613004 MCFARLAND RD (Y) 0 0.03 2 3 MCFARLAND RD WESTFIR-OAKRIDGE

613005 MCFARLAND RD (Y) 0 0.012 2 3 WESTFIR-OAKRIDGE MCFARLAND RD

613095 MCFARLAND RD (Y) 1.55 1.584 2 3 MCFARLAND RD HIGH PRAIRIE RD

617000 FISH HATCHERY RD 0 1.65 2 3 HWY 58 01ST ST -CITY LIMITS

617010 FISH HATCHERY RD (Y) 0 0.037 2 3 HWY 58 FISH HATCHERY RD

617200 DUNNING RD 0 1.608 2 3 FISH HATCHERY RD ECM - PVT RD

617800 KITSON SPRINGS RD 0 4.65 2 3 HWY 58 ECM - USFS #23

624000 BIG FALL CR RD 0 9.11 2 3 JASPER-LOWELL RD ECM - USFS #1800

624500 WINBERRY CR RD 0 5.674 2 3 BIG FALL CR RD ECM - USFE #1802

627000 W. BOUNDARY RD 0 6.48 2 3 JASPER-LOWELL RD END OF PAVEMENT

628000 WHEELER RD 0 5.26 2 3 PARKWAY RD HWY 58

629500 VALLEY RD 0 0.816 2 3 PARKWAY RD EDENVALE RDPage 28 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

607500 ENTERPRISE RD 1.656 4.883 2 3 HWY 58 RODGERS RD

612600 WINFREY RD 0 0.443 3 3 WESTFIR-OAKRIDGE ECM - USFS #5821

612610 WINFREY RD (E) 0 0.044 3 3 WINFREY RD 20TH ST

614000 LADUKE RD 0 2.194 3 3 HWY 58 ECM - S BANK RD

614200 HARBOR DR 0 0.108 3 3 HWY 58 LADUKE RD

614400 AIRPORT RD (OAKRIDGE) 0 0.951 3 3 HWY 58 ECM - DEAD END

614460 AIRPORT RD (OAKRIDGE) 0 0.304 3 3 AIRPORT RD (OAK) ECM - PVT RD

615500 MOUNTAIN VIEW RD 0 0.834 3 3 HIGH PRAIRIE RD CUL DE SAC

615800 HIGH PRAIRIE LP 0 0.327 3 3 HIGH PRAIRIE RD HUCKLEBERRY RD

615900 HUCKLEBERRY LP 0 0.127 3 3 HUCKLEBERRY RD HUCKLEBERRY RD

616000 BROCK RD 0 1.503 3 3 HIGH PRAIRIE RD END OF PAVEMENT

616100 HUCKLEBERRY RD 0 0.288 3 3 HIGH PRAIRIE RD ECM - USFE #1928

182600 TWIN BUTTES RD 0 0.471 3 3 FRANKLIN BLVD (E) ECM - DEAD END

182700 COLLEGE VIEW RD 0 0.517 3 3 30TH AVE ECM - DEAD END

186000 B ST 0 0.119 3 3 HWY 99 GOSH/DIVIDE ECM - PARKING LOT

186100 C ST 0 0.147 3 3 HWY 99 GOSH/DIVIDE ECM - DEAD END

186200 01ST ST 0 0.307 3 3 D ST HWY 99 (GOSHEN-DIVIDE)

186300 D ST 0 0.14 3 3 HWY 99 GOSH/DIVIDE ECM - PVT DRWY

186400 W. PEEBLES RD 0 0.15 3 3 HWY 99 GOSH/DIVIDE ECM - DEAD END

186500 HAMPTON RD 0 1.27 3 3 HWY 99 GOSH/DIVIDE .10 W OF SCHAREN

186600 SCHAREN RD 0 0.67 3 3 HAMPTON RD ECM - DEAD END

186700 ZARZAMORA LN 0 0.11 3 3 BEYMER RD CUL DE SAC

186800 TEAGUE LP 0 0.25 3 3 DILLARD RD DILLARD RD

186900 DILLARD LP 0 0.447 3 3 DILLARD RD DILLARD RD

187200 N. HIDEAWAY HILLS 0 0.512 3 3 DILLARD RD ECM - DEAD END

187300 S. HIDEAWAY HILLS 0 0.99 3 3 DILLARD RD ECM - DEAD END

187400 HIDEAWAY HILLS BR RD 0 0.14 3 3 S. HIDEAWAY HILLS ECM - DEAD END

187500 BEYMER RD 0 0.577 3 3 DILLARD RD ECM - DEAD END

187600 DEL RIO ST 0 0.096 3 3 EL ROBLE AVE ECM - DEAD END

187700 DEL MONTE AVE 0 0.213 3 3 BLOSSOM ST DEL RIO ST

187800 EL ROBLE AVE 0 0.207 3 3 BLOSSOM ST DEL RIO ST

187900 EL MANOR AVE 0 0.169 3 3 BLOSSOM ST ECM - DEAD END

188000 BLOSSOM ST 0 0.204 3 3 SEAVEY LP RD ECM - PVT RD

188500 DILLARD ACCESS RD 0 0.874 3 3 MATHEWS RD DILLARD FRONTAGE

188600 E. PEEBLES RD 0 0.093 3 3 DILLARD ACCESS RD ECM - DEAD END

188700 EL CENTRO AVE 0 0.124 3 3 BLOSSOM ST EL CAMINO ST

188800 DEERWOOD DR 0 1.168 3 3 MATHEWS RD MATHEWS RD

188900 EL CAMINO ST 0 0.1 3 3 EL MANOR AVE ECM - PVT RD

189000 DILLEY LN 0 0.652 3 3 HWY 58 ECM - DEAD END

189010 DILLEY LN (STUB) 0 0.101 3 3 DILLEY LN END

189100 FREMONT AVE 0 0.219 3 3 DILLEY LN ECM - PVT RD

189200 GARDEN VALLEY RD 0 0.13 3 3 SEAVEY LP RD ECM - PVT RD

189300 SEAVEY WAY 0 1.003 3 3 SEAVEY LP RD END

190200 EAGLES AERIE RD 0 0.22 3 3 DILLARD RD RIDGE TOP DR

190300 RIDGE TOP DR 0 0.24 3 3 EAGLES AERIE RD ECM

190900 SKYHAWK WAY 0 0.18 3 3 DILLARD RD SKYHAWK WAY

211700 N. 06TH ST 0.176 0.366 3 3 SCOTT AVE (S. R/W) ECM - DEAD END

211800 SCOTT AVE 0 0.087 3 3 HARVEY RD N. 06TH ST

211900 HILLEGAS AVE 0 0.088 3 3 HARVEY RD N. 06TH ST

212000 MARTIN RD (W) 0 0.24 3 3 HWY 99 GOSH/DIVIDE ECM - DEAD END

212100 MORSE AVE 0 0.088 3 3 HARVEY RD N. 06TH ST

212400 MARTIN RD (E) 0 0.042 3 3 MELTON RD HOAGLAND LN

212500 HOAGLAND LN 0 0.092 3 3 MARTIN RD (E) ECM - DEAD END

601800 RODGERS RD 0 3 3 3 CLOVERDALE RD BEAR CR RD

602000 DANSTROM RD 0 0.527 3 3 RODGERS RD BRADFORD RD (N)

602400 BRADFORD RD (N) 0 0.59 3 3 CLOVERDALE RD DANSTROM RDPage 29 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

602700 CEDARCROFT RD 0 0.164 3 3 BEAR CR RD ECM - PVT DRWY

602800 BEAR CR RD 2.16 3.17 3 3 RODGERS RD ECM - GATE

602900 BEAR CR RD CUL 0 0.056 3 3 BEAR CR RD CUL DE SAC

603000 BRADFORD RD (S) 0 0.395 3 3 BEAR CR RD ECM - PVT RD

603020 BRADFORD RD (S CUL) 0 0.147 3 3 BRADFORD RD (S) CUL DE SAC

603090 BRADFORD RD (S CUL) 0 0.125 3 3 BRADFORD RD (S) CUL DE SAC

603400 WILLS RD 0 0.64 3 3 BEAR CR RD ECM - DEAD END

605000 BRABHAM RD 0 0.77 3 3 HWY 58 HWY 58

605100 WINDING WAY 0 0.23 3 3 BRABHAM RD ECM

605300 KENSINGTON DR 0 0.418 3 3 HWY 58 ECM - PVT ROAD

605400 WESTMINSTER ST 0 0.254 3 3 KENSINGTON DR KENSINGTON DR

605500 KENSINGTON DR CUL 0 0.044 3 3 KENSINGTON DR CUL DE SAC

605600 TUDOR ST 0 0.06 3 3 KENSINGTON DR ECM - DEAD END

605700 DERY RD 0 0.245 3 3 RIDGEWAY RD ECM - PVT ROAD

606000 WILLAMA VISTA ST 0 0.307 3 3 HUSS RD ECM - DEAD END

606200 TENAS LN 0 0.16 3 3 TILLICUM AVE TILLICUM AVE

606300 HUSS RD 0 0.098 3 3 RIDGEWAY RD WILLAMA VISTA ST

606400 NESTLE WAY 0 0.155 3 3 ZEPHYR WAY ECM - PVT RD

607000 BRISTOW RD 0 0.406 3 3 HWY 58 ECM - PVT DRWY

607300 RAINTREE ST 0 0.127 3 3 ENTERPRISE RD ECM - DEAD END

607400 LEAFWOOD ST 0 0.059 3 3 ENTERPRISE RD ECM - DEAD END

607600 GAUPP LN 0 0.283 3 3 HWY 58 - FRONTAGE CUL DE SAC

607700 TINKER RD 0 0.05 3 3 ENTERPRISE RD ECM - DEAD END

607800 N. MORNINGSTAR RD 0 1.48 3 3 ENTERPRISE RD ECM - DEAD END

607900 FLAT HEAD RD 0 0.05 3 3 HWY 58 END OF PAVEMENT

608000 STAR RD 0 0.239 3 3 ENTERPRISE RD ECM - PVT DRWY

608400 PAPENFUS RD 0 1.164 3 3 ENTERPRISE RD ECM - DEAD END

608500 CEDAR HILLS DR 0 0.36 3 3 PAPENFUS RD ECM - DEAD END

608550 CEDAR HILLS DR CUL 0 0.04 3 3 CEDAR HILLS DR CUL DE SAC

608800 S. MORNINGSTAR RD 0 0.44 3 3 ENTERPRISE RD END OF PAVEMENT

609000 IMMIGRANT RD 0 1.24 3 3 HILL TOP DR CUL-DE-SAC

610200 MILL RD 0 0.249 3 3 HWY 58 WHEELER RD

610300 ROGERS LN 0 0.538 3 3 BARBRE RD LOST CR RD

610500 KIMBALL RD 0 0.267 3 3 RATTLESNAKE RD ECM - PVT ROAD

610600 HANNA RD 0 0.447 3 3 RATTLESNAKE RD ECM - DEAD END

610700 LOST VALLEY LN 0 1.647 3 3 RATTLESNAKE RD LOST CR RD

610800 MOUNT ZION DR 0 0.645 3 3 LOST CR RD CUL DE SAC

611200 OAK DR 0 0.224 3 3 DEXTER RD ECM - DEAD END

611300 FIR AVE 0 0.048 3 3 OAK DR ECM - DEAD END

611700 MINNICK RD 0 0.243 3 3 DEXTER RD ECM

612200 PARVIN RD 0 0.8 3 3 LOST CR RD LOST VALLEY LN

612400 OLD GIUSTINA MILL RD 0 0.353 3 3 LOST CR RD ECM - PVT LOGGING

612900 OLD MILL RD 0 0.091 3 3 WESTFIR-OAKRIDGE ECM - DEAD END

613200 20TH ST 0 0.06 3 3 WINFREY RD (E) SUNSET AVE

613300 22ND ST 0 0.054 3 3 WINFREY RD SUNSET AVE

613400 24TH ST 0 0.043 3 3 WINFREY RD SUNSET AVE

613500 SUNSET AVE 0 0.413 3 3 WINFREY RD ECM - PVT DRWY

614500 WESTRIDGE AVE 0 0.293 3 3 HWY 58 HINES WAY

614600 STONE CT 0 0.033 3 3 WESTRIDGE AVE CUL DE SAC

614700 HINES WAY 0 0.111 3 3 WESTRIDGE AVE ECM - DEAD END

615410 HIGH PRAIRIE RD (STUB) 0 0.139 3 3 HIGH PRAIRIE RD HIGH PRAIRIE RD

615700 DEAD MOUNTAIN RD 0 0.195 3 3 HIGH PRAIRIE RD END OF PAVEMENT

622520 PLACE RD (OLD) 0 0.121 3 3 PLACE RD ECM - DEAD END

622600 CHURCH RD 0 0.346 3 3 PLACE RD PLACE RD

622605 CHURCH RD (Y) 0 0.013 3 3 PLACE RD CHURCH RD

622705 PENGRA RD (FRONTAGE) 0 0.235 3 3 PENGRA RD ECM - DEAD ENDPage 30 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

622900 OLD PENGRA RD 0 0.686 3 3 PLACE RD END OF PAVEMENT

623100 REUBEN LEIGH RD (N) 0 0.03 3 3 LITTLE FALL CR RD ECM - DEAD END

623500 REUBEN LEIGH RD 0 1.22 3 3 JASPER-LOWELL RD BIG FALL CR RD

625000 PENINSULA RD 0 0.76 3 3 BIG FALL CR RD END OF PAVEMENT

625000 PENINSULA RD 3.95 5.18 3 3 PAVED GRAVEL

625000 PENINSULA RD 7.19 7.622 3 3 BEGIN PAVEMENT WINBERRY CR RD

627500 JASPER PARK RD 0 1.373 3 3 PARKWAY RD WHEELER RD

627700 JASPER PARK DR 0 0.825 3 3 PARKWAY RD END PARK LOOP

627800 RIVERSIDE DR 0 0.582 3 3 WHEELER RD ECM - DEAD END

627900 RIVERSIDE LP 0 0.105 3 3 RIVERSIDE DR RODEO WAY

628100 RODEO WAY 0 0.065 3 3 RIVERSIDE DR ECM - DEAD END

628200 BROWN RD 0 0.395 3 3 WHEELER RD ECM - DEAD END

628300 MCCUMBER RD 0 0.462 3 3 HILLS CR RD ECM - DEAD END

698400 LOWELL COVERED BR WAY 0 0.065 3 3 JASPER-LOWELL RD JASPER-LOWELL RD

699200 N SHORE ACCESS PARK RD 0 0.238 3 3 BIG FALL CR RD WATER LINE

699210 N SHORE ACCESS PK RD S 0 0.175 3 3 N SHORE ACCESS PK ECM - GATE

188200 FRANK PARRISH RD 0 0.607 3 3 SEAVEY WAY ECM - PVT RD (GATE)

189700 BUFORD PARK RD 0 0.824 3 3 SEAVEY WAY SEAVEY WAY

612100 R R ANDERSON RD 0 0.345 3 3 LOST CR RD ECM - PVT RD

210600 RICKETTS RD 0 0.8 4 3 HWY 99 GOSH/DIVIDE ECM - PVT RD

607900 FLAT HEAD RD 0.05 0.316 4 3 END OF PAVEMENT ECM - GATE

608100 BAIN LN 0 0.1 4 3 ENTERPRISE RD ECM - DEAD END

608800 S. MORNINGSTAR RD 0.44 0.72 4 3 END OF PAVEMENT ECM - DEAD END

613100 KINGS WAY 0 0.13 4 3 HIGH PRAIRIE RD ECM - DEAD END

615700 DEAD MOUNTAIN RD 0.195 0.282 4 3 END OF PAVEMENT ECM - DIRT RD

616000 BROCK RD 1.503 2.1 4 3 END OF PAVEMENT ECM

622900 OLD PENGRA RD 0.686 1.641 4 3 END OF PAVEMENT PENGRA RD

625000 PENINSULA RD 0.76 3.95 4 3 END OF PAVEMENT BEGIN PAVEMENT

625000 PENINSULA RD 5.18 7.19 4 3 GRAVEL BEGIN PAVEMENT

627000 W. BOUNDARY RD 6.48 15.842 4 3 END OF PAVEMENT ECM - USFS #5821

311000 LOVE LAKE RD 0 1.907 1 4 RIVER RD AYRES LN

344300 MEADOWVIEW RD (W) 0 2.952 1 4 HWY 99W ALVADORE RD

345500 HIGH PASS RD 0 7.542 1 4 HWY 99W TURNBOW LN

346500 W. 06TH AVE 0.52 0.85 1 4 W. 6TH AVE OAKLEA DR

347080 PRAIRIE RD 8.03 8.746 1 4 HWY 99W BAILEY LN

348000 LINGO LN 0 1.896 1 4 HWY 99E HWY 99W

351200 OAKLEA DR 0 2.534 1 4 HWY 99W HIGH PASS RD

361200 DORSEY LN 0 1.542 1 4 HWY 36 HIGH PASS RD

361500 ALVADORE RD 3.085 6.282 1 4 HWY 36 CLEAR LAKE RD

362200 APPLEGATE TRAIL 0 2.584 1 4 HWY 36 TERRITORIAL HWY

370000 CLEAR LAKE RD 0 8.391 1 4 HWY 99W TERRITORIAL HWY

386200 LAWRENCE RD 0 3.847 1 4 TERRITORIAL HWY HWY 36

400800 DEMMING RD 0 1.957 1 4 TERRITORIAL HWY DAISY LN

401600 SHEFFLER RD 0 4.197 1 4 WARTHEN RD W. SHEFFLER RD

401800 W. SHEFFLER RD 0 2.352 1 4 BUTLER RD POODLE CR RD

402400 WARTHEN RD 0 4.008 1 4 TERRITORIAL HWY KNIGHT RD

403600 JEANS RD 1.014 3.59 1 4 CITY LIMITS (VEN) ECM-PVT RD (GATE)

406200 BOLTON HILL RD 0.685 3.254 1 4 BOLTON HILL RD VAUGHN RD

406600 PERKINS RD 0.42 2.822 1 4 CITY LIMITS (VEN) CENTRAL RD

407800 WOLF CR RD 0 11.594 1 4 TERRITORIAL HWY SIUSLAW RD

409000 BRIGGS HILL RD 0 4.401 1 4 TERRITORIAL HWY SPENCER CR RD

413200 SPENCER CR RD 0 3.285 1 4 LORANE HWY PINE GROVE RD

423400 CROW RD 0 8.627 1 4 W. 11TH AVE TERRITORIAL HWY

425400 PINE GROVE RD 0 2.573 1 4 CROW RD SPENCER CR RD

427000 GREEN HILL RD 0 1.358 1 4 WILLOW CR RD CROW RD

427000 GREEN HILL RD 1.358 1.542 1 4 CROW RD W. 11TH AVEPage 31 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

427000 GREEN HILL RD 1.542 1.869 1 4 W. 11TH AVE SOUTHERN PAC RR

427000 GREEN HILL RD 1.869 2.818 1 4 SOUTHERN PAC RR ROYAL AVE

427000 GREEN HILL RD 2.818 3.81 1 4 ROYAL AVE ROUNDABOUT

427000 GREEN HILL RD 3.83 5.665 1 4 ROUNDABOUT AIRPORT RD

427010 GREEN HILL ROUNDABOUT 0 0.015 1 4 GREEN HILL RD BARGER DR

427010 GREEN HILL ROUNDABOUT 0.015 0.031 1 4 BARGER DR GREEN HILL RD

427010 GREEN HILL ROUNDABOUT 0.031 0.062 1 4 GREEN HILL RD GREEN HILL RD

427020 GREEN HILL RD 7.917 10.159 1 4 HOLLIS LN MILLIRON RD (W)

427020 GREEN HILL RD 5.628 7.917 1 4 AIRPORT RD HOLLIS LN

428600 FISHER RD 0 1.2 1 4 ROUTE F (HWY 126) ROYAL AVE

428800 CENTRAL RD 0 4.99 1 4 ROUTE F (HWY 126) TERRITORIAL HWY

429800 ELLMAKER RD 0 1.114 1 4 ROUTE F (HWY 126) JEANS RD

433500 VAUGHN RD 0 9.906 1 4 NOTI LOOP RD TERRITORIAL HWY

434800 POODLE CR RD 0 6.771 1 4 ROUTE F (HWY 126) HWY 36

441000 SUTTLE RD 0 3.802 1 4 ROUTE F (HWY 126) TERRITORIAL HWY

445500 ROYAL AVE 3.267 5.078 1 4 GREEN HILL RD FISHER RD

445600 NOTI LOOP RD 0 1.458 1 4 ROUTE F (HWY 126) ROUTE F (HWY 126)

347300 W. 18TH AVE 0 0.825 1 4 HWY 99 ACCESS OAKLEA DR

123500 WILLOW CR RD 1.546 2.855 2 4 LOUVRING LN GREEN HILL RD

344800 MILLIRON RD (W) 0 1.438 2 4 HWY 99W PURKERSON RD

345500 HIGH PASS RD 7.542 8.854 2 4 TURNBOW LN TEMPLETON RD

349000 MCMULLEN LN 0 1.458 2 4 HWY 99E NORATON RD

350800 FERGUSON RD 0 9.26 2 4 HWY 99W END OF PAVEMENT

351500 TOFTDAHL LN (N) 0 1.69 2 4 HWY 99W LINGO LN

360300 N. PITNEY LN 0 1.509 2 4 HWY 36 HIGH PASS RD

361500 ALVADORE RD 0 3.085 2 4 HWY 36 CLEAR LAKE RD

362500 HALL RD 0 4.5 2 4 HWY 36 END OF PAVEMENT

362500 HALL RD 5.88 7.158 2 4 BEGIN PAVEMENT HWY 36

363600 GOLDSON RD 0 1.556 2 4 HWY 36 HALL RD

373000 BARKER RD 0 0.311 2 4 CLEAR LAKE RD SHORE LN

383600 FRANKLIN RD 0 2.522 2 4 TERRITORIAL HWY ALVADORE RD

387000 BANGS RD 0 0.5 2 4 CLEAR LAKE RD ECM - FED RD

401000 W. DEMMING RD 0 0.849 2 4 DEMMING RD DEMMING RIDGE RD

402800 BUTLER RD 0 2.2 2 4 TERRITORIAL HWY LAWRENCE RD

402800 BUTLER RD 2.2 6.103 2 4 LAWRENCE RD SHEFFLER RD

407400 FLECK RD 0 2.512 2 4 TERRITORIAL HWY CENTRAL RD

408600 PANTHER CR RD 0 2.242 2 4 WOLF CR RD END OF PAVEMENT

408800 DOANE RD 0 3.117 2 4 TERRITORIAL HWY CROW RD

408810 DOANE RD (Y) 0 0.018 2 4 TERRITORIAL HWY DOANE RD

410100 APPLETREE DR 0 1.501 2 4 SPENCER CR RD ECM - DEAD END

423420 CROW RD (Y) 0 0.037 2 4 CROW RD TERRITORIAL HWY

425600 GIBRALTAR LP 0 0.592 2 4 PINE GROVE RD CUL DE SAC

426000 ERICKSON RD 0 1.664 2 4 CROW RD PINE GROVE RD

426400 PETZOLD RD 0 2.457 2 4 CROW RD CENTRAL RD

427200 BODENHAMER RD 0 1.345 2 4 GREEN HILL RD FIR BUTTE RD

427295 BODENHAMER RD (Y) 0 0.039 2 4 BODENHAMER RD FIR BUTTE RD

427300 FIR BUTTE RD 0 2.706 2 4 ROYAL AVE CLEAR LAKE RD

430800 HUSTON RD (S) 0.272 1.07 2 4 BCM PERKINS RD

433000 KNIGHT RD 0 3.885 2 4 ROUTE F (HWY 126) W. SHEFFLER RD

434895 POODLE CR RD (Y) 6.752 6.771 2 4 POODLE CR RD HWY 36

435500 VALLEY VISTA DR 0 0.32 2 4 W. DEMMING RD CUL DE SAC

122900 FAWN HILLS DR 0 0.355 3 4 SPENCER CR RD ECM - DEAD END

123700 REYNOLDS DR 0 0.24 3 4 WILLOW CR RD ECM - DEAD END

123800 RAINIER DR 0 0.13 3 4 REYNOLDS DR ECM - DEAD END

172100 THEONA DRIVE 0 0.183 3 4 HWY 99W WILBUR AVE

172200 WILBUR AVE 0 0.497 3 4 THEONA DRIVE ECM - DEAD ENDPage 32 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

311200 WILLAMETTE DR 0 1.102 3 4 LOVE LAKE RD ECM - PVT RD

311300 DANE LN 0 1.318 3 4 E. 18TH AVE & DEAL WILLAMETTE DR

342700 OLD AIRPORT RD 0 0.25 3 4 CITY LIMITS GREEN HILL RD

342705 OLD AIRPORT RD CONN 0 0.042 3 4 AIRPORT RD OLD AIRPORT RD

345400 HULBERT LAKE RD 0 2.395 3 4 FERGUSON RD ECM - BENTON CNTY

345405 HULBERT LAKE RD (Y) 0 0.041 3 4 FERGUSON RD HULBERT LAKE RD

345500 HIGH PASS RD 8.854 11 3 4 TEMPLETON RD PVT RD

345500 HIGH PASS RD 16.54 17.224 3 4 TERRITORIAL HWY HORTON RD

345595 HIGH PASS RD (Y) 0 0.085 3 4 HIGH PASS RD HORTON RD

345599 HIGH PASS RD (Y) 0 0.017 3 4 HIGH PASS RD (Y) HORTON RD

345700 WASHBURN LN 0 2.544 3 4 HIGH PASS RD FERGUSON RD

345795 WASHBURN LN (Y) 0 0.029 3 4 WASHBURN LN FERGUSON RD

345800 SMYTH RD 0 2.556 3 4 HIGH PASS RD HALL RD

345900 TURNBOW LN 0 1.524 3 4 HIGH PASS RD FERGUSON RD

346000 JAEG RD 0 0.784 3 4 TURNBOW LN ECM - PVT ROAD

346100 LAVELL RD 0 0.938 3 4 HIGH PASS RD HIGH PASS RD

346600 VINE ST 0 0.246 3 4 W. 06TH AVE W. 10TH AVE

347100 WALNUT ST 0 0.119 3 4 W. 10TH AVE ECM - DEAD END

347200 TAMARACK ST 0 0.09 3 4 W. 10TH AVE ECM - DEAD END

347400 11TH ST 0 0.082 3 4 SPRUCE ST TAMARACK ST

347500 E. 18TH AVE & DEAL ST 0 0.3 3 4 HWY 99W ECM - CITY LIMITS

347600 SPRUCE ST 0 0.14 3 4 W. 10TH AVE ECM - DEAD END

347700 SPRUCE ST 0 0.091 3 4 W. 10TH AVE ECM - DEAD END

347800 ROSE ST (S) 0 0.052 3 4 W. 10TH AVE ECM - DEAD END

348200 HOWARD LN 0 1.426 3 4 LINGO LN NORATON RD

348500 NORATON RD 0 2.718 3 4 HWY 99E ECM - BENTON CNTY

348800 PAYNE RD 0 0.133 3 4 NORATON RD TALBOTT LN

350500 JAEGER RD 0 1.601 3 4 HWY 99W HOWARD LN

350595 JAEGER RD (Y) 0 0.023 3 4 JAEGER RD HOWARD LN

351000 GRIMES RD 0 0.911 3 4 FERGUSON RD ECM - DEAD END

351800 TOFTDAHL LN (S) 0 0.273 3 4 W. 18TH AVE CUL-DE-SAC

352000 DODSON CT 0 0.076 3 4 LINK LN CUL DE SAC

352100 LINK RIDGE DR 0 0.186 3 4 LINK LN ECM - DEAD END

352200 LINK LN 0 0.507 3 4 HWY 99E TOFTDAHL LN (N)

355000 BAILEY LN 0.25 0.499 3 4 CITY LIMITS N. PITNEY LN

355200 CORAL ST 0 0.029 3 4 PRAIRIE RD ECM - RD AHEAD

360200 TRIANGLE LAKE WAYSIDE 0 0.052 3 4 HWY 36 HWY 36

360900 PURKERSON RD 0 1.517 3 4 MILLIRON RD W MEADOWVIEW RD W

361000 VOGT RD 0 1.495 3 4 HWY 36 MILLIRON RD (W)

361400 BEAR CR RANCH RD 0 0.491 3 4 HALL RD CUL DE SAC

361600 RAILROAD ST 0 0.135 3 4 08TH ST 06TH ST

361800 MAIN ST 0 0.138 3 4 04TH ST 06TH ST

361800 MAIN ST 0.204 0.3 3 4 NOT CONSTRUCTED DEAD END

361900 08TH ST 0 0.55 3 4 ALVADORE RD STARLITE LN

361905 08TH ST (Y) 0 0.042 3 4 ALVADORE RD 08TH ST

362000 B ST 0 0.267 3 4 06TH ST ECM - GRAVEL ROAD

362100 STARLITE LN 0 0.479 3 4 08TH ST ECM - DEAD END

362300 LONG TOM DR 0 0.281 3 4 HWY 36 ECM - PVT ROAD

362400 06TH ST 0.06 0.265 3 4 MP 0.06 MAIN ST

362400 06TH ST 0.355 0.45 3 4 B ST MP 0.45

362400 06TH ST 0.45 0.525 3 4 MP 0.45 ECM - DEAD END

362600 MYRTLE ST 0 0.1 3 4 HWY 36 ECM - DEAD END

362650 MYRTLE ST 0 0.052 3 4 HWY 36 ECM

362700 PARK ST 0 0.183 3 4 HWY 36 ECM - PVT RD

362800 ALLEN & BALES RD 0 0.272 3 4 HALL RD HWY 36

362900 VALLEY VIEW DR 0 0.07 3 4 HWY 36 ECM - PVT ROADPage 33 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

363000 BUD VAUGHAN RD 0 0.9 3 4 ALVADORE RD GOODMAN RD

363100 HAGER RD 0 1.194 3 4 HALL RD ECM - PVT LOG RD

363300 KINSER LN 0 0.557 3 4 HWY 36 ECM - DEAD END

363500 TEMPLETON RD 0 2.572 3 4 HALL RD ECM - PVT RD -GATE

364000 HORTON RD 0 3.685 3 4 HWY 36 ECM - BLM # 15-7-35

364500 POPE RD 0 0.602 3 4 HWY 36 ECM - PVT DRWY

364900 BLACHLY GRANGE RD 0 0.395 3 4 HWY 36 HWY 36

365800 SWAMP CR RD 0 1.485 3 4 HWY 36 ECM - BLM # 16-7-6

366200 RUST RD 0 1 3 4 HWY 36 ECM - PVT DRWY

366600 LITTLE LAKE RD 0 1.05 3 4 HWY 36 ECM - DEAD END

370200 KOKKELER RD 0 0.206 3 4 GREEN HILL RD ECM - BARRICADE

370200 KOKKELER RD 0.206 0.714 3 4 BARRICADE BARRICADE

370200 KOKKELER RD 0.714 0.861 3 4 BARRICADE DEAD END

370300 CHILDERS RD 0 0.089 3 4 CLEAR LAKE RD KOKKELER RD

370500 KRUGUR PARK RD 0 0.34 3 4 TERRITORIAL HWY CLEAR LAKE RD

371000 MERRYMAN RD 0 1.772 3 4 KOKKELER RD ECM - PVT ROAD

371300 LAKEVIEW DR 0 0.561 3 4 CLEAR LAKE RD ECM - DEAD END

371400 EDGEWATER DR 0 0.656 3 4 SQUIRE DR CUL DE SAC

371500 SQUIRE DR 0 0.208 3 4 EDGEWATER DR ECM - DEAD END

371600 BUCKSKIN DR 0 0.456 3 4 EDGEWATER DR SQUIRE DR

372000 GOODMAN RD 0 1.03 3 4 CLEAR LAKE RD BUD VAUGHAN RD

374000 SPIRES LN (N) 0 0.055 3 4 BARKER RD ECM - DEAD END

374800 SNYDER RD 0 0.905 3 4 ALVADORE RD GOODMAN RD

374900 LARSLAN LN 0 0.237 3 4 SNYDER RD CUL DE SAC

375400 SHORE LN 0 0.98 3 4 CLEAR LAKE RD ECM - DEAD END

376000 ORCHARD RD 0 0.922 3 4 CLEAR LAKE RD ALVADORE RD

376100 LOUDEN LN 0 0.77 3 4 ALVADORE RD ECM - DEAD END

381000 COX BUTTE RD 0 3.467 3 4 TERRITORIAL HWY OAKLEA DR

382000 CORY RD 0 1.678 3 4 TERRITORIAL HWY ECM - PVT ROAD

385600 KIRK RD 0 1.872 3 4 TERRITORIAL HWY CLEAR LAKE RD

386100 DALEWOOD DR 0 0.286 3 4 LAWRENCE RD CUL DE SAC

386400 GEORGETOWN RD 0 0.274 3 4 LAWRENCE RD CUL DE SAC

387200 AYRES LN 0 0.914 3 4 HWY 99E LOVE LAKE RD

399000 ORCHARD PT PARK RD E 0 0.268 3 4 CLEAR LAKE RD ECM - DEAD END

399010 ORCHARD PT PARK RD EW 0 0.068 3 4 ORCHARD PT PK E ECM - PARKING LOT

399100 ORCHARD PT PARK RD W 0 0.133 3 4 CLEAR LAKE RD ORCHARD PT PK W

399110 ORCHARD PT PK W STUB 0 0.163 3 4 ORCHARD PT PK W ECM - PARKING LOT

399120 ORCHARD PT PK W STUB 0 0.106 3 4 ORCHARD PT PK W ECM - PARKING LOT

399200 RICHARDSON PARK RD 0 0.537 3 4 CLEAR LAKE RD BOAT LAUNCH

399210 RICHARDSON PARK RD (N) 0 0.527 3 4 RICHARDSON PARK PARKING LOT

399220 RICHARDSON PARK CP LP 0 0.454 3 4 RICHARDSON PARK RICHARDSON PK LP

399222 RICHARDSON PK CP RD N 0 0.104 3 4 RICHARDSON PK LP RICHARDSON PK LP

399224 RICHARDSON PK CP RD S 0 0.08 3 4 RICHARDSON PK LP RICHARDSON PK LP

400400 LAMB RD 0 1.09 3 4 TERRITORIAL HWY DEMMING RD

400500 ARNOLD LN 0 0.777 3 4 TERRITORIAL HWY DEMMING RD

400700 MOYER ST 0 0.297 3 4 TERRITORIAL HWY FERN DR

401100 OAK LN 0 0.76 3 4 DEMMING RD ECM - DEAD END

401200 FIR GROVE LN 0 0.246 3 4 TERRITORIAL HWY ECM - PVT RD

401300 FALCON DR 0 0.226 3 4 WARTHEN RD ECM - PVT RD

402000 FOUNTAIN RD 0 0.272 3 4 SUTTLE RD WARTHEN RD

402605 BAKER RD (Y) 0 0.064 3 4 SHEFFLER RD BAKER RD

402900 PARADISE DR 0 0.72 3 4 LAWRENCE RD END OF PAVEMENT

403200 HORN RD 0 0.57 3 4 TERRITORIAL HWY FAULHABER RD

403700 TANYA LN 0 0.138 3 4 CONRAD RD ECM - DEAD END

403800 FAWVER DR 0 0.104 3 4 JEANS RD ECM - DEAD END

403900 CONRAD RD 0 0.296 3 4 JEANS RD PARKER LNPage 34 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

404000 PARKER LN 0 0.21 3 4 CONRAD RD LISOSKI LN

404100 LISOSKI LN 0 0.09 3 4 PARKER LN CUL DE SAC

405300 STRAWBERRY LN 0 0.443 3 4 TERRITORIAL HWY ECM - DEAD END

405600 E. BOLTON RD 0.556 1.328 3 4 CHENEY DR HUSTON RD (S)

406700 ERDMAN WAY 0 0.258 3 4 PERKINS RD E. BOLTON RD

407000 MILLER RD 0 0.32 3 4 PERKINS RD ECM - DEAD END

407500 MUIRLAND DR 0 0.491 3 4 FLECK RD ECM - DEAD END

407600 GREEN RIDGE DR 0 0.702 3 4 FLECK RD WHEATON LN

407700 THOMS RD 0 0.246 3 4 GRAY RD WHEATON LN

407900 GRAY RD 0 0.246 3 4 MUIRLAND DR GREEN RIDGE DR

408200 BATTLE CR RD 0 1.444 3 4 TERRITORIAL HWY END OF PAVEMENT

409100 COUGAR LN 0 0.7 3 4 CROW RD ECM - DEAD END

410200 APPLETREE CT 0 0.238 3 4 APPLETREE DR CUL DE SAC

410300 NEWTON PL 0 0.09 3 4 APPLETREE DR CUL DE SAC

413295 SPENCER CR RD (Y) 0 0.03 3 4 SPENCER CR RD PINE GROVE RD

423700 OAK HILL DR 0 0.85 3 4 GREEN HILL RD CANTRELL RD

423800 CANTRELL RD 0 1.06 3 4 OAK HILL DR END OF PAVEMENT

423800 CANTRELL RD 2.4 3.806 3 4 BEGIN OF PAVEMENT CENTRAL RD

424000 HALDORSON RD 0 1.395 3 4 CANTRELL RD ECM - PVT DRWY

425100 DUKHOBAR RD 0 1.435 3 4 CROW RD ECM - PVT DRWY

425400 PINE GROVE RD 2.573 2.822 3 4 SPENCER CR RD ECM - PVT DRWY

426500 MAYOLA LN 0 0.398 3 4 CENTRAL RD ECM - PVT DRWY

427100 GREEN OAKS DR 0 0.781 3 4 FIR BUTTE RD END LOOP

427400 GENTRY ST 0 0.273 3 4 ROYAL AVE ECM - PVT DRWY

427500 OAK VIEW AVE 0 0.058 3 4 GENTRY ST FIR VIEW ST

427600 FIR VIEW ST 0 0.044 3 4 OAK VIEW AVE ECM - PVT DRWY

427700 CROSSLEY LN 0 0.36 3 4 FIR BUTTE RD ECM - PUB RD

427800 WILDROSE LN 0 0.452 3 4 FIR BUTTE RD ECM - DEAD END

428000 KENNETH NIELSON RD 0 2.288 3 4 W. 11TH AVE CANTRELL RD

428100 OAK HILL CEMETERY RD 0 0.423 3 4 ROYAL AVE ECM - DEAD END

428300 HILLAIRE ST 0 1.06 3 4 ROYAL AVE END OF PAVEMENT

428300 HILLAIRE ST 0.839 1.06 3 4 BEGIN PAVEMENT ROYAL AVE

428700 JUDY AVE 0 0.284 3 4 FISHER RD RICHMOND ST

428900 RICHMOND ST 0 0.156 3 4 ROUTE F (HWY 126) ECM - PVT DRWY

429000 PICKENS RD 0 1.394 3 4 CENTRAL RD ECM - PVT DRWY

429400 LAKE SIDE DR 0 0.112 3 4 ROUTE F (HWY 126) ECM - PVT DRWY

429700 ENGLAND LP 0 0.37 3 4 ELLMAKER RD JEANS RD

429900 WILDWOOD RD 0 0.59 3 4 ELLMAKER RD HUSTON RD (N)

430200 VISTA DR 0 0.341 3 4 ELLMAKER RD ECM - BARRICADE

430300 CHUKAR LN 0 0.181 3 4 VISTA DR ECM - PVT DRWY

430400 MARINA DR 0 0.294 3 4 ELLMAKER RD MARINA DR

430500 MARINA DR CUL 0 0.082 3 4 MARINA DR ECM - DEAD END

431000 TIDBALL LN 0.13 0.4 3 4 CITY LIMITS (VEN) ECM - PVT DRWY

431200 HUSTON RD (N) 0.06 0.391 3 4 CITY LIMITS (VEN) JEANS RD

432000 FAULHABER RD 0 0.521 3 4 SUTTLE RD WARTHEN RD

432600 EVERS RD 0 0.939 3 4 SUTTLE RD WARTHEN RD

432800 FIELDS RD 0 0.383 3 4 WARTHEN RD ECM - PVT DRWY

433100 FIR ST 0 0.2 3 4 NOTI LOOP RD ECM - DEAD END

433200 CHRISTIAN RD 0 0.15 3 4 KNIGHT RD ECM - PVT DRWY

434000 STURTEVANT DR 0 0.77 3 4 VAUGHN RD ECM

434400 HALE RD 0 0.167 3 4 ROUTE F (HWY 126) END OF PAVEMENT

435200 ALLISON RD 0 0.888 3 4 POODLE CR RD ECM - PVT DRWY

435400 COOK RD 0 1.547 3 4 POODLE CR RD ECM - PVT DRWY

435600 FISK RD 0 0.692 3 4 POODLE CR RD ECM - BLM #16-6-31

436600 PENN RD 0 0.042 3 4 ROUTE F (HWY 126) END OF PAVEMENT

436600 PENN RD 6.608 6.821 3 4 BEGIN PAVEMENT VAUGHN RDPage 35 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

437400 TRANSFORMER RD 0 0.019 3 4 NELSON MTN RD ECM - PVT ROAD

442000 REDOAK LN 0 0.12 3 4 ROUTE F (HWY 126) ECM - DEAD END

445500 ROYAL AVE 5.078 5.704 3 4 FISHER RD ECM -ARMY CORP

467000 NELSON MTN RD 0 2.86 3 4 HWY 36 END OF PAVEMENT

467000 NELSON MTN RD 9.89 11.109 3 4 BEGIN PAVEMENT ROUTE F (HWY 126)

499000 PERKINS PENINSULA PK RD 0 0.414 3 4 ROUTE F (HWY 126) END

499010 PERKINS PARK "PL" LINE 0 0.09 3 4 PERKINS PEN PK RD PERKINS PARK "BR"

499020 PERKINS PARK "BR" LINE 0 0.061 3 4 PERKINS PEN PK RD END

535700 SIUSLAW RD 25.351 26.818 3 4 BCM - BLM END WOLF CR RD

402300 LOIS LN 0 0.484 3 4 WARTHEN RD PRIVATE DR AHEAD

402500 FOREST VIEW DR 0 0.384 3 4 WARTHEN RD ECM - PVT DRWY

408400 COYOTE CR RD 0 0.508 3 4 BATTLE CR RD WOLF CR RD

445650 NOTI LOOP RD (STUB) 0 0.074 3 4 NOTI LOOP RD DEAD END

408200 BATTLE CR RD 1.444 4.935 4 4 END OF PAVEMENT PANTHER CR RD

423700 OAK HILL DR 0.85 1.247 4 4 CANTRELL RD CROW RD

345500 HIGH PASS RD 11 16.54 4 4 PVT RD BLM RD

350800 FERGUSON RD 9.26 10.7 4 4 END OF PAVEMENT ECM - BLM

360600 S. PITNEY LN 0 0.493 4 4 HWY 36 ECM - DEAD END

361700 BOND RD 0 1.31 4 4 GOODMAN RD MERRYMAN RD

362500 HALL RD 4.5 5.88 4 4 END OF PAVEMENT BEGIN OF PAVEMENT

363200 ALDERWOOD DR 0 0.266 4 4 HALL RD ECM - DEAD END

363500 TEMPLETON RD 2.572 4.847 4 4 BEGIN CNTY MAINT HIGH PASS RD

364700 SAM BROWN RD 0 0.242 4 4 HWY 36 ECM - PVT DRWY

365200 POST RD 0 1.12 4 4 HWY 36 ECM - DEAD END

365400 JAY RD 0 0.895 4 4 HWY 36 ECM - PVT ROAD

365600 SUMICH RD 0 0.623 4 4 HWY 36 ECM - PVT DRWY

366400 TRIANGLE LAKE RES RD 0 0.438 4 4 HWY 36 LITTLE LAKE RD

400900 TRIPP RD 0 0.14 4 4 W. DEMMING RD ECM - PVT DRWY

402600 BAKER RD 0.64 1 4 4 SHEFFLER RD ECM - PVT RD

402900 PARADISE DR 0.72 1.73 4 4 END OF PAVEMENT ECM - PVT DRWY

408600 PANTHER CR RD 2.242 5.16 4 4 END OF PAVEMENT ECM - BLM # 19-5-18

423800 CANTRELL RD 1.06 2.4 4 4 GRAVEL BEGIN OF PAVEMENT

428200 GOBLE LN 0 0.25 4 4 W. 11TH AVE ECM - PVT DRWY

428300 HILLAIRE ST 0.581 0.839 4 4 GRAVEL GRAVEL

434100 STURTEVANT DR 0 0.154 4 4 WOLF CR RD ECM

434400 HALE RD 0.167 0.896 4 4 END OF PAVEMENT ECM - PVT DRWY

435000 PRICE RD 0 0.698 4 4 POODLE CR RD ECM - PVT DRWY

436000 TORRENCE RD 0 0.367 4 4 ROUTE F (HWY 126) ECM - PVT DRWY

436600 PENN RD 0.042 6.608 4 4 GRAVEL GRAVEL

467000 NELSON MTN RD 2.86 9.89 4 4 GRAVEL GRAVEL

503000 E. MAPLETON RD 0 5.132 1 5 ROUTE F (HWY 126) ECM - DEAD END

507000 NORTH FORK SIUSLAW RD 0 11.424 1 5 ROUTE F (HWY 126) UPPER NO FORK RD

523000 SUTTON LAKE RD 0 2.688 1 5 HWY 101 HWY 101

524000 MERCER LAKE RD 0 1.715 1 5 HWY 101 LAKEWOOD AVE

525000 HECETA BEACH RD 0 1.885 1 5 HWY 101 RHODODENDRON DR

526000 MUNSEL LAKE RD 0 2.09 1 5 HWY 101 N FORK SIUSLAW RD

528000 RHODODENDRON DR 4.742 5.112 1 5 SEBASTIAN ST HECETA BEACH RD

528600 N. JETTY RD 0 0.211 1 5 RHODODENDRON DR ECM

529000 GLENADA RD 0 1.073 1 5 HWY 101 HARVARD AVE

530000 S. JETTY RD 0 0.633 1 5 HWY 101 ECM - BLM RD

532000 CANARY RD 0 5.105 1 5 HWY 101 MAPLE CR RD

534000 CLEAR LAKE RD 0 4.233 1 5 HWY 101 CANARY RD

535500 KIWANDA ST 0 0.132 1 5 RHODODENDRON DR 01ST AVE

503600 SWEET CR RD 0 4.65 2 5 ROUTE F (HWY 126) BERNHARDT CR RD

514000 DEADWOOD CR RD 0 5.41 2 5 HWY 36 UPPER D CR RD

522200 LEVAGE DR 0 0.438 2 5 HWY 101 LEVAGE DRPage 36 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

524000 MERCER LAKE RD 1.715 3.67 2 5 LAKEWOOD AVE MERCER VIEW DR

528500 04TH AVE 0 0.562 2 5 HECETA BEACH RD JOSHUA LN

532001 CANARY RD (Y) 0 0.04 2 5 HWY 101 CANARY RD

533000 S. CANARY RD 0 2.613 2 5 CANARY RD SILTCOOS STA RD

438600 RICHARDSON UPRIVER 0 0.44 3 5 RICHARDSON RD END OF PAVEMENT

438700 AUSTA RD 0 0.144 3 5 SIUSLAW RD RICH. UPRIVER

501800 RICHARDSON RD 0 0.1 3 5 ROUTE F (HWY 126) STAGECOACH RD

502000 STAGECOACH RD 0 4.2 3 5 RICHARDSON RD END OF PAVEMENT

502000 STAGECOACH RD 9.704 11.488 3 5 BEGIN PAVEMENT HWY 36

503200 CHESTNUT ST 0 0.261 3 5 E. MAPLETON RD FIR AVE

503500 HADSALL CR RD 0 0.715 3 5 SWEET CR RD ECM - USFS #4880

503600 SWEET CR RD 4.65 10.587 3 5 BERNHARDT CR RD ECM - USFS #4800

504000 RIVERVIEW AVE 0 0.784 3 5 ROUTE F (HWY 126) HWY 36

504200 01ST ST 0 0.154 3 5 RICE RD RICE RD

504260 01ST ST CUL 0 0.021 3 5 01ST ST CUL DE SAC

504400 RICE RD 0 0.578 3 5 ROUTE F (HWY 126) ECM - PVT RD

504490 RICE RD CUL 0 0.028 3 5 RICE RD CUL DE SAC

504600 TIERNAN RD (N) 0 0.129 3 5 ROUTE F (HWY 126) TIERNAN RD

504800 TIERNAN RD (E) 0 0.11 3 5 TIERNAN RD (N) ECM - DEAD END

506000 HILL RD 0 0.21 3 5 ROUTE F (HWY 126) ECM - DEAD END

506200 ROSE HILL RD 0 0.418 3 5 ROUTE F (HWY 126) ECM - PVT DRWY

506600 SKUNK HOLLOW RD 0 0.32 3 5 ROUTE F (HWY 126) ECM - DEAD END

506605 SKUNK HOLLOW RD (Y) 0 0.056 3 5 ROUTE F (HWY 126) SKUNK HOLLOW RD

507000 NORTH FORK SIUSLAW RD 11.424 13.85 3 5 UPPER NO FORK RD END OF PAVEMENT

508400 UPPER NO FORK RD 0 6.695 3 5 N FORK SIUSLAW RD BIG CR RD

513000 INDIAN CR RD 0 12.373 3 5 HWY 36 INDIAN CR RD

514000 DEADWOOD CR RD 5.41 7.3 3 5 UPPER D CR RD END OF PAVEMENT

514100 FIVE RIVERS RD 0 5.7 3 5 LINCOLN CNTY LINE ECM - USFS #3200

514200 WEST FORK RD 0 3.56 3 5 DEADWOOD CR RD ECM - USFS #

519000 PREACHER CR RD 0 0.496 3 5 BENTON CNTY LINE ECM - USFS #3505

519200 LOBSTER CR RD 0 0.826 3 5 BENTON CNTY LINE ECM - BLM ROAD

520900 HERMAN CAPE ROAD 0 1.065 3 5 HWY 101 ECM - USFS #789

521800 SUTTON PL 0 0.048 3 5 SHORE CREST DR ECM - DEAD END

522100 SUTTON EAST RD 0 0.066 3 5 SHORE CREST DR SUTTON LAKE DR

522300 SHORE CREST DR 0 0.742 3 5 SUTTON LAKE DR ECM - PVT DRWY

522400 SUTTON LAKE DR 0 0.207 3 5 SUTTON EAST RD ECM - DEAD END

522500 NORTH LN 0.036 0.416 3 5 SHORE CREST DR LEVAGE DR

522510 NORTH LN 0 0.036 3 5 HWY 101 SHORE CREST DR

522600 VIEW DR 0 0.186 3 5 NORTH LN SHORE CREST DR

522700 BUCK LAKE DR 0 0.159 3 5 HWY 101 SHORE CREST DR

522900 LINDA WAY 0 0.128 3 5 LEVAGE DR ECM - DEAD END

523100 S. SHORE DR 0 0.187 3 5 SUTTON LAKE RD SUTTON LAKE RD

523200 MERCER CR DR 0 0.491 3 5 SUTTON LAKE RD END OF LOOP

523300 DAHLIN RD 0 0.26 3 5 N. MERCER LAKE RD DAHLIN RD (LAR/PVT)

523400 BEN BUNCH RD 0 0.976 3 5 N. MERCER LAKE RD ECM - DEAD END

523500 N. MERCER LAKE RD 0 1.11 3 5 SUTTON LAKE RD DAHLIN RD

523600 SANTA RD 0 0.04 3 5 MERCER LAKE RD ECM - PVT ROAD

523700 SEA LION DR 0 0.097 3 5 SUTTON LAKE RD ECM - DEAD END

523800 OTTER WAY 0 0.277 3 5 SUTTON LAKE RD SEA LION DR

524100 BAY BERRY DR 0 0.277 3 5 HWY 101 KNOLL WAY

524200 KNOLL WAY 0 0.244 3 5 SAND DUNE PARK DR SAND DUNE PARK DR

524300 SAND DUNE PARK DR 0 0.187 3 5 .032 W KNOLL WAY DEAD END

524600 MERCER VIEW DR 0 0.477 3 5 MERCER LAKE RD ECM - DEAD END

524700 TWIN FAWN DR 0 0.1 3 5 MERCER VIEW DR ECM - PVT ROAD

525700 CHAPMAN RD 0 0.037 3 5 MERCER LAKE RD ECM - PVT ROAD

525800 TERRACE VIEW DR 0 0.279 3 5 HORIZON WAY ECM - PVT ROADPage 37 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

525900 WINDWARD WAY 0 0.087 3 5 RHODODENDRON DR TERRACE VIEW DR

526010 MUNSEL LK RD BOAT RAMP 0 0.102 3 5 MUNSEL LAKE RD BOAT RAMP

526100 HARBOR VISTA RD (S) 0 0.108 3 5 RHODODENDRON DR HARBOR VISTA RD

526150 HARBOR VISTA RD 0 0.251 3 5 HARBOR VISTA RD S N. JETTY RD

526800 TREEWOOD DR 0 0.09 3 5 RHODODENDRON DR RHODOWOOD DR

526900 RHODOWOOD DR 0 0.293 3 5 RHODODENDRON DR RHODOWOOD DR

527500 GRAND AVE 0 0.227 3 5 HWY 101 SPRUCE ST

527600 HORIZON WAY 0 0.088 3 5 RHODODENDRON DR TERRACE VIEW DR

527700 PARKSIDE DR 0 0.2 3 5 RHODODENDRON DR RHODODENDRON DR

527800 26TH ST WEST 0 0.06 3 5 HWY 101 ECM - CITY ST (FLO)

528100 ARAGO ST 0 0.19 3 5 RHODODENDRON DR 01ST AVE

528300 COAST GUARD STATION RD 0 0.112 3 5 RHODODENDRON DR ECM - COAST GUARD

528800 JOSHUA LN 0 0.318 3 5 03RD AVE NAUTILUS CT (PVT)

528900 03RD AVE 0 0.252 3 5 JOSHUA LN ECM - DEAD END

529100 MARKET ST 0 0.05 3 5 GLENADA RD ECM - PVT DRWY

529200 03RD AVE 0 0.135 3 5 ARAGO ST SEBASTIAN ST

529300 ARCH ST 0 0.04 3 5 01ST AVE ECM - DEAD END

529400 E. GLENADA RD 0 0.16 3 5 GLENADA RD ECM - DEAD END

529500 FALCON ST 0 0.132 3 5 04TH AVE 01ST AVE

529600 FOULWEATHER ST 0 0.068 3 5 RHODODENDRON DR 02ND AVE

529800 BLANCO ST 0 0.099 3 5 03RD AVE ECM - DEAD END

529900 OCEAN WAY 0 0.042 3 5 03RD AVE 02ND AVE

530100 05TH AVE 0 0.27 3 5 JOSHUA LN ECM - DEAD END

530200 01ST AVE 0 0.643 3 5 ARAGO ST ECM - DEAD END

530285 01ST AVE LOOP 0 0.095 3 5 01ST AVE 01ST AVE

530300 06TH AVE 0 0.075 3 5 JOSHUA LN SHARKTAIL DR

530400 03RD PL 0 0.027 3 5 05TH AVE SYLVIA LN

530500 02ND AVE 0 0.057 3 5 01ST AVE FOULWEATHER ST

530600 02ND PL 0 0.032 3 5 04TH AVE 05TH AVE

530700 WOODLANDS DR 0 0.433 3 5 RHODODENDRON DR ECM - DEAD END

530800 LEEWARD DR 0 0.192 3 5 WOODLANDS DR ECM

530900 N. LOFTUS RD 0 0.554 3 5 HWY 101 ECM - DEAD END

531100 GLORIA GAYLE WAY 0 0.349 3 5 WOODLANDS DR WOODLANDS DR

531120 GLORIA GAYLE WAY CUL 0 0.094 3 5 GLORIA GAYLE WAY CUL DE SAC

531200 SEAPINE DR 0 0.438 3 5 RHODODENDRON DR RHODODENDRON DR

531300 SEA BREEZE LN 0 0.107 3 5 RHODODENDRON DR CUL DE SAC

531400 RHODODENDRON LP 0 0.42 3 5 RHODODENDRON DR RHODODENDRON DR

531600 MITCHELL LP 0 1.045 3 5 HWY 101 ECM - PVT RD

531700 OCEANA DR 0 0.45 3 5 RHODODENDRON DR ECM - DEAD END

531800 SALTAIRE ST 0 0.339 3 5 OCEANA DR SALTAIRE ST

531805 SALTAIRE ST 0 0.028 3 5 OCEANA DR ECM - DEAD END

531900 SANDRIFT ST 0 0.341 3 5 SALTAIRE ST ECM - DEAD END

532100 SANDRIFT CT 0 0.101 3 5 SANDRIFT ST CUL DE SAC

532400 SOUTH SLOUGH RD 0 0.997 3 5 CANARY RD ECM

532600 MAPLE CR RD 0 0.592 3 5 CANARY RD MAPLE CR BR

533000 S. CANARY RD 2.613 6.251 3 5 SILTCOOS STA RD DOUGLAS CNTY

533400 SILTCOOS STA RD 0 1.953 3 5 S. CANARY RD END OF PAVEMENT

533600 FIDDLE CR RD 0 0.21 3 5 S. CANARY RD END OF PAVEMENT

533800 LOWER FIDDLE CR RD 0 1.154 3 5 S. CANARY RD ECM - ADA STA RD

534200 BOY SCOUT RD 0 0.51 3 5 CLEAR LAKE RD ECM - DEAD END

534300 DARLINGS LP 0 0.5 3 5 CLEAR LAKE RD CLEAR LAKE RD

535000 PACIFIC AVE 0 0.277 3 5 HWY 101 LAKE BLVD

535200 LAUREL AVE 0 0.061 3 5 PACIFIC AVE ECM - BOAT RAMP

535400 LAKE BLVD 0 0.305 3 5 PACIFIC AVE CHERRY ST (DUN)

535600 SIUSLAW RD 0 5.92 3 5 AUSTA RD ECM

795800 HILLCREST RD 0 0.16 3 5 RICE RD MP 0.160Page 38 of 39TrAC November 6, 2019 Meeting -

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PRIORITY

MAINT

ZONE BEGIN END

505200 BERNHARDT HEIGHTS 0 1.297 3 5 ROUTE F (HWY 126) ECM - DEAD END

508200 BIG CR RD 8.933 13.311 3 5 FS # 5800 TRAIL CR RD

508100 LINSLAW WAYSIDE 0 0.031 4 5 ROUTE F (HWY 126) PARKING LOT

531500 CEDAR DR 0 0.1 4 5 S. LOFTUS RD ECM - DEAD END

532300 HECETA BEACH WAYSIDE 0 0.006 4 5 01ST AVE PARKING LOT

438600 RICHARDSON UPRIVER 0.44 5.35 4 5 END OF PAVEMENT ROUTE F (HWY 126)

502000 STAGECOACH RD 4.2 9.704 4 5 GRAVEL GRAVEL

503400 BERNHARDT CR RD 0 3.674 4 5 SWEET CR RD ECM - PVT ROAD

503700 DUNCAN ISLAND RD 0 1.023 4 5 BERNHARDT CR RD ECM - LAR AHEAD

504100 ARCHER LN 0 0.06 4 5 MERCER LAKE RD ECM - BOAT RAMP

504300 STEELHEAD DRIVE 0 0.09 4 5 ROUTE F (HWY 126) ECM - DEAD END

507000 NORTH FORK SIUSLAW RD 13.85 17.883 4 5 BEGIN PAVEMENT HWY 36

507300 BLOCK RD 0 0.216 4 5 N FORK SIUSLAW RD ECM - DEAD END

507600 PORTAGE WAY 0 0.8 4 5 N FORK SIUSLAW RD ECM - DEAD END

507800 CONDON CR RD 0 0.85 4 5 N FORK SIUSLAW RD ECM - 0.850 USFS

508200 BIG CR RD 0 8.933 4 5 HWY 101 FS # 5800

508300 SCHINDLER LANDING WAY 0 0.023 4 5 HWY 36 ECM

508600 TIDE WAYSIDE 0 0.06 4 5 HWY 36 ECM

511000 THOMPSON CR RD 0 4.82 4 5 HWY 36 INDIAN CR RD

512500 03RD ST 0 0.13 4 5 HWY 36 ECM - RR CROSSING

512600 SUTHERLAND RD 0 0.11 4 5 HWY 36 ECM - DEAD END

513400 W. INDIAN CR RD 0 3.33 4 5 INDIAN CR RD ECM - USFS #640

514000 DEADWOOD CR RD 7.3 11.723 4 5 END OF PAVEMENT ECM - USFS #6300

514300 ALEXANDER RD 0 0.54 4 5 WEST FORK RD ECM - DEAD END

514500 DEADWOOD LP RD 0 0.73 4 5 DEADWOOD CR RD DEADWOOD CR RD

515000 STEINHAUER RD 0 0.82 4 5 DEADWOOD CR RD ECM - PVT RD

515500 BASSONETTE RD 0 0.577 4 5 DEADWOOD CR RD ECM - PVT ROAD

515505 BASSONETTE RD (Y) 0 0.033 4 5 DEADWOOD CR RD BASSONETTE RD

521000 TEN MILE RD 0 8.34 4 5 HWY 101 ECM - USFS #5600

521900 MCCRAE RD 0 0.188 4 5 BAKER BEACH RD END

523900 GREEN GATE RD 0 0.133 4 5 CANARY RD PVT RD AHEAD

532200 UPPER DEADWOOD CR RD 0 1.951 4 5 DEADWOOD CR RD ECM - USFS

532600 MAPLE CR RD 0.592 3.681 4 5 MAPLE CR BR UPPER MAPLE CR RD

533400 SILTCOOS STA RD 1.953 4.841 4 5 END OF PAVEMENT DOUGLAS CNTY

533600 FIDDLE CR RD 0.21 4.784 4 5 END OF PAVEMENT ECM - PVT ROAD


Lane County Transportation Advisory Committee (TrAC) Tentative 12‐Month Calendar & Agenda Items

TrAC 12‐mo. Agenda (as of 10/22/19)

January 23, 2019

Nominations / Appointments: 2019 Chair / Vice Chair LaneACT representative

LaneACT presentation from Frannie Brindle

Begin CIP project prioritization discussion

2018 Year‐End Report / 2019 Next Steps

March 27, 2019

Compile and review list of CIP priority projects

Transportation Safety Implementation Update

Road Maintenance Update

May 22, 2019

Refinement of CIP priority projects as needed

Local Access Roads policy discussion

Project Updates: Territorial Hwy

July 24, 2019 Refinement of CIP list

Territorial Highway Design: Public Hearing: Review and make recommendation to Board

Local Access Roads next steps

September 25, 2019 Public Hearing: FY21‐FY25

Capital Improvement Program

Local Access Roads Update

Traffic Calming Proposal

October 17, 2019 Road Tour (11:00 a.m. ‐ 3:00 p.m.)

November 6, 2019 Review draft of CH 15

updates

Traffic Calming Pilot

Ice and snow

January 22, 2020 Local Access Roads

March 25, 2020


transportation advisory committee (trac) agenda

Documents