Document Woodburn_doc_87e2573c8e

Staff Report To: Planning Commission Through: Chris Kerr, Community Development Director From: Heidi Hinshaw, AICP, Associate Planner Meeting Date: July 10, 2025 (Prepared July 03, 2025) Project Name: Lincoln 4-Lot Subdivision” (SUB 25-01) Project Location: Tax Lot 051W08CC06100 Staff Recommendation: Approval with Conditions Table of Contents ISSUE BEFORE THE PLANNING COMMISSION 1 EXECUTIVE SUMMARY 2 COMPLIANCE WITH STANDARDS 2 RECOMMENDATION: APPROVAL WITH CONDITIONS 3 ACTIONS 3 ATTACHMENT LIST 3 Issue before the Planning Commission The Planning Commission is to hold a public hearing regarding a 4-lot subdivision of an existing flag lot with no variances or street adjustments requested or required. ---PAGE BREAK--- SUB 25-01 – E. Lincoln St. 4-lot Subdivision Staff Report Page 2 of 3 Executive Summary The subject property is an undeveloped previously created flag lot measuring 31,799 square feet in the Medium Density Residential (RM) zoning district. The property borders 1129 and 1035 E. Lincoln St. to the east, 933 and 777 E. Lincoln St. (Washington Elementary School) to the west, and the Wood Park Terrace apartments to the north. The proposal before the Planning Commission is a Preliminary Subdivision package to divide the property into four lots, one tract, and a public access easement along the western property line, with the intent to eventually develop the land with a duplex on each new lot. Left: Aerial view of the subject property outlined in red (2025); Right: Proposed lot layout Compliance with Standards The Planning Commission is tasked with rendering a decision on this Type III land use application package based on the applicable development standards in the Woodburn Development Ordinance (WDO) and a review of the evidence submitted into the record. The applicable standards specifically cited in the Analyses & Findings (Attachment 103) include, but are not ---PAGE BREAK--- SUB 25-01 – E. Lincoln St. 4-lot Subdivision Staff Report Page 3 of 3 limited to considerations of site characteristics like lot and access easement sizes, fire department accessibility, onsite stormwater detention, setbacks to property lines, street improvements, pedestrian, bicycle and vehicular access to the property, public infrastructure connections and transportation impacts. Recommendation: Approval with Conditions Staff recommends the Planning Commission consider the staff report and its attachments and approve the application package with the recommended conditions in Attachment 101. Actions The Planning Commission may act on the land use application package to: 1. Approve per staff recommendations, 2. Approve with modified conditions, or 3. Deny, based on WDO criteria or other City provisions. Staff will prepare a final decision based on the action taken by the Planning Commission. Attachment List 101. Recommended Conditions of Approval 102. Public Works Conditions of Approval 103. Notes to the Applicant 104. Analyses & Findings 105. Traffic Impact Memo 106. Tax Map, marked 107. Site Plans 108. Plan layout 109. Arborist’s report ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 101 Page 1 of 2 Recommended Conditions of Approval Staff recommends the following conditions of approval. Section references throughout the conditions are to the Woodburn Development Ordinance (WDO). General Conditions 1. Substantial conformance: The applicant or successor shall develop the property in substantial conformance with the final plans submitted and approved with this application, except as modified by these conditions of approval. 2. Maintain Grading Permit: Comply with erosion control measures and other specifics of Grading Permit GRAD 25-03, per WDO 5.01.04. 3. Fence Permits: To demonstrate conformance with 2.06.02 and 5.01.03, the developer shall submit application for and obtain approval of a Fence Permit for any new or modified fencing or walls. 4. Sign Permits: To demonstrate conformance with 3.10 and 5.01.10, the developer shall submit application for and obtain approval of a Sign Permit for any new or modified signage that is required by 3.10.05 to obtain such permit. Subdivision review (SUB 25-01) 5. Walkways: As shown on sheet P101, and per 3.04.06.C, the developer shall construct walkways connecting the public sidewalk to each of the duplex entrances. 6. E Lincoln Street improvements: Prior to the last building permit final inspection, the developer shall complete the following improvements along the Tract frontage of E. Lincoln Street: a. Construct sidewalk to match Figure 3.01G and applicable Public Works Department standard drawings. b. Replace the roughly 10-foot section of damaged sidewalk directly west of the driveway to connect with the upgraded ADA-accessible intersection crossing in front of 993 E. Lincoln St. c. Construct the driveway approach according to the requirements of the Public Works Department. Per Table 3.04A, the approach width shall not exceed 24 feet. d. Pay a fee-in-lieu of 1 medium-size street tree to meet 3.06.03. Size category is defined in Table 3.06B; fee-in-lieu shall be $250. 7. Pavement: As shown on sheet P101, and per standards in 3.04.03.C.4b., pave entire driveway a minimum of 20 feet wide, and stub out driveways to neighboring 993 and 1035 E. Lincoln St. Attachment 101 ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 101 Page 2 of 2 8. Retaining wall building permits: Per the Building Official, obtain structural building permits for each of the two proposed retaining walls, one along the western property line bordering Washington Elementary School, and one on the eastern property line of proposed Tract A, adjacent to 1035 E. Lincoln St. These are due prior to issuance of the first certificate of occupancy. 9. Easements: Through recordation of the subdivision plat, the developer shall grant easements as shown on the proposed lot layout except for the following revisions: a. Cross access: Pursuant to 3.04.01A.2. and 3.04.03C.4.a., the developer shall grant a private access easement over the proposed vehicular drive aisle on Tract A for the benefit of lots 1-4 and neighboring 993 and 1035 E. Lincoln St. The easement shall be at least 20 feet wide and benefit all properties. i. Revise proposed plat to indicate that this easement is for the benefit of lots 1-4 and 993 and 1035 E. Lincoln St. b. Mid-block bike/ped corridor access: Pursuant to 3.01.05B. & 3.01.07E., and 3.02.01E., the developer shall grant a public access easement over the mid-block bicycle/pedestrian corridor path. Minimum width is 12 feet. i. Revise proposed plat to state that this easement is public and for the benefit of the public. 10. Fire protection: Fire protection for the development shall comply with Woodburn Fire District standards and requirements. If the development is required to provide additional hydrants on-site for fire protection, the developer shall grant a 16-foot wide public utility easement and construct a public looped water line system through the site to provide such hydrants. Improvements must be completed and pass inspection prior to building permit issuance. Preliminary Subdivision 25-01 11. Recordation: After obtaining Subdivision Final Plat approval from the City, record the subdivision with Marion County in a manner acceptable to the County Surveyor. Recordation is due prior to building permit issuance. 12. Addressing: Prior to receiving Subdivision Final Plat approval from the City, submit an Address Assignment Request Form, with accompanying fee payment and materials, to the Community Development Department to begin the process of assigning addresses to the dwelling units. ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] E Lincoln Street Four Lot Subdivision SUB 25-01 Tax lot 051W08CC06100 July 1, 2025 CONDITIONS OF LAND USE APPROVAL 1. The Applicant, not the City, is responsible for obtaining permits from state, county and/or federal agencies that may require such permit or approval. 2. All City-maintained facilities located on private property shall require a minimum of 16- foot-wide utility easement conveyed to the City by the property owner. This is the applicant’s responsibility to provide, not the City’s. Utilities of unusual depth, size or location may require a larger width. 3. Provide and record the required right-of-way dedication and public utility easements, prior to building permit issuance. 4. Applicant to provide for the installation of all franchise utilities and shall provide any required easements for these facilities. All permanent utility services to the development shall be underground 5. If required, a 1200 C erosion control permit from the Department of Environmental Quality will need to be obtained by the applicant prior to the city issuance of permit. 6. All sanitary sewer laterals and storm drainage laterals serving the proposed developments are private up to the main lines. The main lines are located along E Lincoln Street. 7. Fire hydrant locations and fire protection requirements shall be as per the Woodburn Fire Districts and City of Woodburn requirements. 8. Actual fire hydrant locations and in-line valving locations shall not be determined until the construction final plan review. 9. Each proposed lot shall have its own sanitary sewer service connection to the mainline with proper private easements. 10. Applicant to provide a final Engineer stamped storm drainage hydraulic analysis report for detention and conveyance system if applicable. Applicant to construct private storm sewer systems, including detention facilities in accordance with approved plans and drainage reports. All required on-site and off-site detention area(s) for the runoff from Attachment 102 ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] this site will need to be provided in accordance with the hydraulic analysis. The property owner shall maintain all on-site detention areas in perpetuity. 11. The Applicant, by this Development, shall not cause storm water runoff to be impounded on adjacent properties. 12. All onsite private storm systems, sewer lateral lines, and water services behind the meter shall comply with Marion County plumbing permit and requirements. 13. Final review of the Civil Plans will be done during the Subdivision/Improvements Application for Construction. Public infrastructure will be designed and constructed in accordance with plans approved by public works and complying with City, Marion County, State and Federal requirements/guidelines current at the time of the subdivision/improvement’s application 14. All system development charges shall be paid prior to the time the building permits are issued. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 102 Page 1 of 2 Notes to the Applicant The following are not land use conditions of approval, they are standard notes for the applicant to be aware of and follow: 1. Permits: Permits are applied for using the Oregon ePermitting online permit system. The City Building Division administers building and mechanical permits; Marion County Public Works administers plumbing and electrical permits. 2. Records: Staff recommends that the applicant retain a copy of the subject approval. 3. Mylar signature: The Community Development Director is the authority that signs plat Mylars (not the mayor, City Administrator, Public Works Director, or City Engineer). Only one City signature title block is necessary. 4. Plat Tracker: Marion County maintains a plat tracking tool at . Use it to check on the status of a recordation request to the County. City staff does not track County plat recordation. 5. Other Agencies: The applicant, not the City, is responsible for obtaining permits from any county, state and/or federal agencies, which may require approval or permit, and must obtain all applicable City and County permits for work prior to the start of work and that the work meets the satisfaction of the permit-issuing jurisdiction. The Oregon Department of Transportation (ODOT) might require highway access, storm drainage, and other right-of-way (ROW) permits. All work within the public ROW or easements within City jurisdiction must conform to plans approved by the Public Works Department and must comply with a Public Works Right-of-Way permit issued by said department. Marion County plumbing permits must be issued for all waterline, sanitary sewer, and storm sewer work installed beyond the Public Right-of-Way, on private property. 6. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. Contact Planning Division staff at least three City business days prior to a desired date of planning and zoning inspection of site improvements. This is required and separate from and in addition to the usual building code and fire and life safety inspections. Note that Planning staff are not primarily inspectors, do not have the nearly immediate availability of building inspectors, and are not bound by any building inspector’s schedule or general contractor convenience. 7. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Oregon Department of Transportation (ODOT), Public Works storm water practices and the Storm Drainage Master Plan. The applicant shall provide a final hydraulic analysis for the development and collection system, including the capacity of the proposed Attachment 103 ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 102 Page 2 of 2 storm sewer system. All required on-site detention area for the runoff from this site will need to be provided in accordance with the hydraulic analysis. The detention system is to be maintained by the applicant in perpetuity. 8. Public Works Review: Staff performs final review of the civil plans (within City right-of-way jurisdiction) during the building permit stage. Public infrastructure must be constructed in accordance with plans approved by the City, ODOT, as well as current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. All improvements/work within the right-of-way shall be completed prior to final building inspection. 9. Franchises: The applicant provides for the installation of all franchised utilities and any required easements. 10. Water: All water mains and appurtenances must comply with Public Works, Building Division, and Woodburn Fire District requirements. Existing water services lines that are not going to be use with this new development must be abandoned at the main line. The City performs required abandonment of existing water facilities at the water main with payment by the property owner. All taps to existing water mains must be done by a “Hot Tap” method and by approved City of Woodburn Contractors. The applicant shall install the proper type of backflow preventer for all domestic, lawn irrigation and fire sprinkler services. The backflow devices and meters shall be located near the city water main within an easement, unless approved otherwise by Public Works. Contact Byron Brooks, City of Woodburn Water Superintendent, for proper type and installation requirements of the backflow device at (503) 982-5380. 11. Fire: Fire protection requirements must comply with the Woodburn Fire District standards and requirements. Place fire hydrants within the public ROW or public utility easement and construct them in accordance with Public Works Department requirements, specifications, standards, and permit requirements. Fire protection access, fire hydrant locations and fire protection issues must comply with current fire codes and Woodburn Fire District standards. See City of Woodburn Standard Detail No. 5070-2 Fire Vault. The fire vault must be placed within the public right-of-way or public utility easement. 12. SDCs: The developer pays System Development Charges prior to building permit issuance. ---PAGE BREAK--- SUB 25-01, & VAR 25-01 Staff Report Attachment 103 Page 1 of 25 Analyses & Findings This attachment to the staff report analyzes the application materials and finds through statements how the application materials relate to and meet applicable provisions such as criteria, requirements, and standards. They confirm that a given standard is met or if not met, they call attention to it, suggest a remedy, and have a corresponding recommended condition of approval. Symbols aid locating and understanding categories of findings: Symbol Category Indication Requirement (or guideline) met No action needed Requirement (or guideline) not met Correction needed Requirement (or guideline) not applicable No action needed • Requirement (or guideline) met with condition of approval • Other special circumstance benefitting from attention Modification or condition of approval required Location & Legal Lot Status Address 1033 E. Lincoln Street Tax Lot 0051W08CC06100 Nearest intersection E Lincoln Street & Park Ave. The subject property is part of Partition Plat 2001-056, and staff presumes the lot to be a legal lot. Land Use & Zoning Comprehensive Plan Land Use Designation Medium Density Residential Zoning District Medium Density Residential (RM) Overlay Districts none Existing Use none For context, the subject property and adjacent zoning are illustrated and tabulated on the following page. Attachment 104 ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 2 of 25 Zoning map excerpt Section references throughout this staff report are to the Woodburn Development Ordinance (WDO). Statutory Dates The application package was first submitted on February 3, 2025 and deemed complete on June 9, 2025, making the 120-day decision deadline October 7, 2025. Cardinal Direction Adjacent Zoning North Medium Density Residential (RM) East Medium Density Residential (RM) South Residential Single Family (RS) West Public and Semi-Public (P/SP) & Medium Density Residential (RM) ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 3 of 25 Applicable WDO Provisions 2.02 Residential Zones A. The City of Woodburn is divided into the following residential zones: 4. The Medium Density Residential (RM) zone provides for multi-family dwellings and care facilities at up to 16 dwelling units per net acre. B. Approval Types (Table 2.03A) 1. Permitted Uses are allowed outright, subject to the general development standards of this Ordinance. Uses Allowed in Residential Zones Table 2.02A Use Zone Accessory Uses Conditional Uses (CU) Permitted Uses Special Permitted Uses Specific Conditional Uses (SCU) RS RSN R1S RM RMN A Dwellings 2 Duplexes P P P P P Staff Finding: The subject property is within the RM zone and is undeveloped. The proposal involves dividing the property into four lots and one tract, and the subsequent development of 4 new duplexes. The proposed use is a Permitted Use in the RM zone. C. Development Standards (Tables 2.02B-F) Medium Density Residential (RM) – Site Development Standards Table 2.02E KEY (See Figure 2.02E) Lot Area, Minimum (square feet) 1 Townhouse lot 1,500 Interior, flag or cul-de-sac lot Single-family dwelling, duplex, or triplex 6,000 Quadplex or cottage cluster 7,000 Any other use Not specified Corner lot Single-family dwelling, duplex, triplex, quadplex, cottage cluster, child care facility, or group home 2 8,000 Any other use 3 Not specified ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 4 of 25 Medium Density Residential (RM) – Site Development Standards Table 2.02E KEY (See Figure 2.02E) Lot Width, Minimum (feet) Townhouse lot 15 Interior, flag or cul-de-sac lot 30 Corner lot 40 Lot Depth, Average (feet) All lots 90 Street Frontage Minimum (feet) Townhouse lot 15 Interior lot 30 Corner lot 40 Cul-de-sac lot 24 Flag lot 4 24-30 Residential Density (units per net acre) Minimum Single-family dwelling or duplex 5.2 Any other use 12.8 Maximum Multiple-family dwelling 16 Child care facility, group care facility or nursing home 3 32 Manufactured dwelling park 12 Any other use Not specified 7 Front Setback and Setback Abutting a Street, Minimum (feet) Per Table 2.02G Side Setback, Minimum (feet) Townhouse lot Common wall Zero End unit exterior wall 5 Primary structure 5 Single-family dwelling, duplex, triplex, quadplex, cottage cluster, multiple- family dwelling, child care facility or group home 2 5 Any other use 7 Same as rear Accessory structure 5 Primary Cottage cluster 10 A B C D E G F H I ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 5 of 25 Medium Density Residential (RM) – Site Development Standards Table 2.02E KEY (See Figure 2.02E) Rear Setback, Minimum (feet) structure 5 Dwelling, child care facility, or group home Same as Table 2.02B (RS) 11 , Any other use, except nonresidential use, abutting DDC, MUV, NNC, CG, CO, IP, SWIR, or IL Zone Same as Table 2.02B (RS) , Nonresidential use abutting DDC, MUV, NNC, CG, or CO zone 7 10 Nonresidential use abutting IP, SWIR, or IL zone 7 15 Accessory structure 10 Same as Table 2.02B (RS) Any use or structure, regardless of building height: To an alley or shared rear lane Zero Setback to a Flag Lot Development Vehicular Shared Access Easement, Minimum (feet) 1 Lot Coverage, Maximum (percent) Single-family dwelling, dwellings other than multiple-family, child care facility or group home 2 Primary building height 16 feet or less 40 Primary building height more than 16 feet 35 Any other use Not specified 6 Building Height, Maximum (feet) Primary structure 35 Features not used for habitation 70 Accessory structure 10 15 1. In flag lot development, excluding vehicular shared access easement area (See Section 1.02, Lot area) 2. Child care facility for 12 or fewer children, group home for five or fewer persons 3. Child care facility for 13 or more children, group home for six or more persons 4. See Table 3.04A, Flag Lot Access Width 5. Except for flag lots under the option that all setbacks are 12 feet 6. The minimum lot dimensions, maximum density, and maximum lot coverage are determined by setbacks, off-street parking, and landscaping requirements. 7. A house of worship shall be set back at least 20 feet from a property line abutting a residential zone or use. L K J L K J M N ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 6 of 25 Medium Density Residential (RM) – Site Development Standards Table 2.02E KEY (See Figure 2.02E) 8. Infill lots between developed lots: average of abutting residential buildings, plus or minus 5 feet, but not less than 10 feet 9. Garage or carport minimum setback from a street shall be the same as per Table 3.07A. 10. Accessory Dwelling Units are subject to specific development standards (see Section 2.07, Special Uses). 11. Zoning Adjustment permissible. All Residential Zoning Districts – Front Setback & Setback Abutting a Street Table 2.02G Use or Building Type Boundary Street Functional Class Lot Whether Alley or Shared Rear Lane Feet (ft) (Minimum unless specified maximum) Dwelling other than multiple-family and other than cottage cluster Major Arterial 2 Interior 20 Corner Where alley or shared rear lane 20 Where vehicular access via street only To Major Arterial 20 To second frontage if lower than Major Arterial class 18 Any other class Interior Where alley or shared rear lane 13 Where vehicular access via street only 18 Corner Where alley or shared rear lane 13 Where vehicular access via street only From the access frontage 18 From the other frontage 13 ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 7 of 25 Staff Finding: The table below summarizes how the proposed subdivision meets lot area, width, depth, and street frontage standards for all lots. Lot Area Lot Width Lot Depth Street Frontage Lot 1 6,429.06 SF 48-54.91 Ft 124.95 Ft n/a Lot 2 7,498.24 SF 60 Ft 124.99 Ft n/a Lot 3 7,500.18 SF 60 Ft 125.02 Ft n/a Lot 4 7502.12 SF 60 Ft 125.05 Ft n/a Tract A 2950.50 Sf 30.23 Sf 85.39 Ft 30.23 Ft Each lot meets the minimum size requirements, and duplexes are permitted. Building setbacks, lot coverage, and building height of any new development will be reviewed during Building Permit application. The standards are met. 2.05 Overlay Districts None apply. 2.06 Accessory Structures 2.06.02 Fences and Walls A. Height in Yards Not Abutting a Street 1. In residential zones, the maximum height of a fence or wall other than for corner and/or through lots, shall be seven feet, relative to the ground elevation under the fence or wall. Staff Finding: Site plans and narrative identify a proposed retaining/landscape wall along the western property line bordering Washington Elementary School, and one on the eastern property line of the proposed Tract A, adjacent to 1035 E. Lincoln St. Because retaining walls are reviewed separately through the Building Division, staff adds Condition of Approval 8 to obtain a Structural Permits for all retaining/landscape walls. The provisions are met with Condition of Approval 8. 2.07 Special Uses None apply. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 8 of 25 2.08 Specific Conditional Uses None apply. 3.01 Streets, Greenways & Other Off-Street Bicycle/Pedestrian Corridors, and Bus Transit 3.01.01 Applicability A. Right-of-way standards apply to all public streets and public alleys. B. Improvement standards apply to all public and private streets, public alleys, sidewalks, landscape strips, and on and off-street public bicycle pedestrian corridors. Standards do not exclude conformance with the public works construction code that the Public Works Department administers. C. The Woodburn Transportation System Plan (TSP) designates the functional class of major thoroughfares and local streets. D. This applies to all development as Section 1.02 defines, and is not limited to partitions, subdivisions, multi-family, commercial or industrial construction, or establishment of a manufactured dwelling or recreational vehicle park; however, a lesser set of standards applies to infill residential development of 4 or fewer dwellings and where no land division or Planned Unit Development is applicable, including construction of a single-family dwelling or placement of a manufactured dwelling on an infill lot. See Section 3.01.03C.2. 3.01.02 General Provisions A. No development shall be approved, or access permit issued, unless the internal streets, boundary streets and connecting streets are constructed to at least the minimum standards set forth in this Section, or are required to be so constructed as a condition of approval. B. Private streets are prohibited, except in manufactured dwelling parks, pursuant to State statute (ORS Chapter 446 and OAR 918-600). All private streets in manufactured dwelling parks shall comply with statute and WDO standards. C. Materials and construction shall comply with specifications of the City of Woodburn. D. The standards of this Section may be modified, subject to approval of a Street Adjustment, Planned Unit Development, Zoning Adjustment, or Variance. Other sections restrict where and how these application types apply. E. When all public improvements are due: The construction of all public improvements, their passing City inspections, and acceptance by the City are due no later than by either 5.01.06B in the context of land division final plat application to the City or by building permit issuance, except if the developer applies to the City through the Public Works Department for deferral and the City Administrator or designee issues a document approving and describing a bond or performance guarantee pursuant to Section 4.02.08. Administration of bonding and performance guarantees for improvements that are public defaults to the Public Works Department, and the department shall notify the Community Development Director of deferral applications and any approvals and conditions of approval. F. Fees in-lieu: Per Section 4.02.12. 3.01.03 Improvements Required for Development A. With development, the Internal, Boundary, and Connecting streets shall be constructed to at least the minimum standards set forth below. C. Boundary Streets 1. The minimum improvements for a Boundary Street may be termed “half-street” improvements and shall be as follows, except per subsection 2: ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 9 of 25 a. One paved 11-foot travel lane in each direction, even though this results in required improvements being more than half-street by exceeding what the applicable cross section figure would require for a half-street; b. On-street parking on the side of the street abutting the development, if the required cross section includes on-street parking; c. Curb on the side of the street abutting the development; d. Drainage facilities on the side of the street abutting the development; e. Landscape strip with street trees and lawn grass on the side of the street abutting the development; and f. Sidewalk on the side of the street abutting the development. G. ADA: The minimum standards of this Section 3.01 apply to development such that implementation includes constructing new or upgrading existing public improvements to be ADA- compliant. L. Significant Tree removal and preservation: See Section 3.06.07B.2c. 3.01.04 Street Cross-Sections A. These standards are based on the functional classification of each street as shown in the Woodburn TSP. The street right-of-way and improvement standards minimize the amount of pavement and right-of-way required for each street classification, consistent with the operational needs of each facility, including requirements for pedestrians, bicycles, and public facilities. B. All public streets under the jurisdiction of the City of Woodburn shall comply with the cross- sections depicted in this Section, unless the developer obtains approval of Street Adjustment, modification through Planned Unit Development, Zoning Adjustment, or Variance as the WDO allows them to be applicable. 1. For local residential streets, the standard cross section is Figure 3.01G. Another among local cross section figures, or a custom cross section, may apply through Street Adjustment or Planned Unit Development. Landscape or planter strips shall have area remaining after street tree plantings landscaped with lawn grass or, if the Public Works Director in writing allows, a species of groundcover. Cobblestones, gravel, pebbles, and rocks are prohibited. Bark dust, mulch, or wood chips are permissible only within the immediate vicinity of a street tree trunk. The developer shall install landscape strip irrigation, and shall provide temporary irrigation during construction, per the public works construction code. Figure 3.01D – Service Collector with bike lane, 72 Foot Right-of-Way (Note 3.01D: The illustrated median is conceptual, optional, and at the discretion of the Public Works Director.) ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 10 of 25 Staff Finding: The proposal is a subdivision of land, therefore the provisions within 3.01 are applicable. The subject property has frontage along E. Lincoln Street, a Service Collector. The default cross- section is Figure 3.01D. Existing conditions of E. Lincoln Street along the site include: • 50 feet of right-of-way • 34 feet of pavement • An approximately 4-foot-wide sidewalk Missing half-street improvements proposed: • Dedicate 11 feet of ROW • Dedicate 8 feet 8-foot-wide public utility easement • 6 feet of (replaced) sidewalk Missing half-street improvements not proposed: • Landscape strip • Street tree • 6 feet of added pavement • Bike lane Conditioned improvement: • Replaced adjacent damaged sidewalk section After discussions with the Public Works City Engineer and Community Development Director, staff has determined that there is no proportionate way to require the applicant to add pavement to E. Lincoln St., which would then move the sidewalk awkwardly northwards into the space between the neighboring two houses. A bike lane and landscape strip would be similarly impractical as neither exists east or west of the flag lot pole, and as the entire frontage will be a newly improved driveway apron with ADA accessible ramps and a 6-foot-wide sidewalk, the frontage will be improved appropriately for the site. Staff adds Condition of Approval 6b to replace the roughly 10 feet of damaged sidewalk directly west of the driveway to connect with the upgraded ADA-accessible intersection crossing in front of 993 E. Lincoln St. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 11 of 25 Image: Conditioned sidewalk improvement on adjacent property indicated by red lines Image: ADA accessible intersection improvement indicated by red arrow The requirement is met with Condition of Approval 6b. 3.01.05 Street Layout A. Purpose: To: 1. Implement Woodburn Comprehensive Plan Policies including those regarding avoiding dead-end streets, cul-de-sacs, and out-of-direction travel; 2. Implement the TSP including the Figure 6 “Local Street Connectivity Plan”; 3. Shorten out-of-direction travel for emergency responders; 4. Lessen physical vehicular access to the end of a street stub (from adjacent unimproved land where there is no driveway) that damages an improved street such as by demolishing curb or sidewalk or dragging dirt, mud, or gravel onto an improved street; 5. Not allow outer areas of the city to have street networks so sparse such that a few major thoroughfares are burdened with almost all vehicular traffic; 6. Encourage constructing new means of public access across on-site or adjacent creeks or creek tributaries; 7. Prompt developers to construct alleys or shared rear lanes where they can serve for vehicular travel and access as well as and at less expensive construction cost than public streets; and 8. Allow off-street public bicycle/pedestrian facilities to substitute for a public street, such as an Internal Street, where justified. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 12 of 25 B. Termination of Streets and Off-Street Bicycle/Pedestrian Facilities 3. Continuity of Off-Street Bicycle/Pedestrian Facilities Public bikeway and pedestrian facilities, other than those incorporated in a street right- of-way, shall either: a. Provide for a continuous system, with each segment originating and terminating with a connection to a public street, a public alley, a shared rear lane, a greenway, a public park, or to a designated activity center; or b. Provide stubbed facilities to not preclude subsection and that may extend beyond the limits of an approved development, when such a public facility has been required by the decision- maker. C. Block Standards 1. Block length shall not be less than 200 feet and not more than 600 feet, except where street location is precluded by any of the following; b. Blocks adjacent to arterial streets, limited-access highways, collectors or railroads; 2. In any block that is longer than 600 feet, as measured from the right-of-way line of the street to the right-of-way line of the adjacent street, a bikeway/ pedestrian facility shall be required through and near the middle of the block. 3. On any block longer than 1,200 feet, corridors per Section 3.01.07 and 3.01.08 may be required through the block at 600 foot intervals. 4. In a proposed development including partition and subdivision, or where redevelopment potential exists and a street connection is not proposed, one or more off-street bicycle/pedestrian facilities may be required as partition or subdivision connection paths or shortcut paths to connect a cul-de-sac or other public street to other public streets, to other bicycle/pedestrian facilities, or to adjoining land to allow for future connections. Staff Finding: The subject property is located in the middle of a “super block” bounded by E. Lincoln Street to the south, Gatch St. to the west, Hardcastle Ave. to the north, and Park Ave. to the east (shown in image below). To facilitate future connectivity within the neighborhood, a mid-block bicycle/pedestrian 12-foot-wide easement, as illustrated on the proposed lot layout, is required. As the property to the north does not have an access easement, this easement will remain dormant until the northern property is redeveloped. At that time, a public bike/ped path will be constructed by that developer to connect Hardcastle Ave. and E. Lincoln St. This easement must be recorded before the first building permit is issued, per Condition of Approval 9b. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 13 of 25 Image: Yellow line indicates “super block” bounded by public streets. Blue line indicates public bike/ped access easement and striped path. Image: Proposed Lot layout; yellow line illustrates location of striped bike/pedestrian path within 12’ easement. The provision is met with Condition of Approval 9b. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 14 of 25 3.02 Utilities and Easements 3.02.01 Public Utility Easements & Public Access Easements A. The Director shall require dedication of specific easements for the construction and maintenance of municipal water, sewerage and storm drainage facilities located on private property. B. Streetside: A streetside public utility easement (PUE) shall be dedicated along each lot line abutting a public street at minimum width 5 feet. Partial exemption for townhouse corner lot: Where such lot is 18 to less than 20 feet wide, along the longer frontage, streetside PUE minimum width shall be 3 feet; or, where the lot is narrower than 18 feet, the longer side frontage is exempt from streetside PUE. C. Off-street: The presumptive minimum width of an off-street PUE shall be 16 feet, and the Public Works Director in writing may establish a different width as a standard. D. City & public access: The minimum width of a public access easement along either a bicycle/pedestrian corridor or sidewalk overlap of property, where the easement serves instead of dedication of either land or ROW to the City, shall be per Section 3.01.07C. E. As a condition of approval for development, including property line adjustments, partitions, subdivisions, design reviews, Planned Unit Developments (PUDs), Street Adjustments, Zoning Adjustments, or Variances, the Director may require dedication of additional public easements, including off-street public utility easements and other easement types such as those that grant access termed any of bicycle/pedestrian access, cross access, ingress/egress, public access, or shared access, as well as those that identify, memorialize, and reserve future street corridors in place of ROW dedication. F. Streetside PUE maximum width: 2. Standards: Exempting any lot or tract subject to Figure 3.01B “Major Arterial”, the following standards are applicable to a lot or tract with: a. No alley or shared rear lane: 8 feet streetside. Nothing in this section precludes a streetside PUE from variable width where necessary such as to expand around public fire hydrants. Staff Finding: A. City records do not indicate an existing streetside public utility easement along the frontage of E. Lincoln Street, but plans do indicate the applicant intends to grant one. B. Plans show Tract A as a 30-foot-wide private access and utility easement for the benefit of lots 1-4. Staff adds Condition of Approval 9a to revise the proposed plat to state that Tract A should also be to the benefit of 993 and 1035 E. Lincoln St. C. Plans show a 24-foot-wide private ingress/egress cross access easement over the proposed drive aisle on lots 1-4 for the benefit of lots 1-4. D. Because a mid-block bicycle/pedestrian easement is required by 3.01.05B & C, staff adds Condition of Approval 9b to memorialize the requirement for a public access easement to meet 3.01.07E, 3.02.01E. Minimum width is 12 feet. 1. Condition of Approval 9b also requires a revision to state that this easement is public and for the public benefit. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 15 of 25 E. On-site public water line: Pursuant to 3.02.01C., if a public water line is required to be looped through the site per Condition of Approval 11, the developer shall grant a public utility easement centered along this line at least 16 feet wide. The provisions are met with Conditions of Approval 1, 9a, 9b, & 11. 3.02.03 Street Lighting A. Public Streets: Public streets abutting a development shall be illuminated with street lights installed to the standards of the City and the electric utility. A developer shall provide documentation to the attention of the Public Works Director indicating that any needed illumination complies with the standards. A developer is to refer to Illuminating Engineering Society (IES) of North America Recommended Practice 8, Roadway Lighting (RP-8) or other source as the public works construction code specifies. Staff Finding: The subject property has driveway-only frontage along E. Lincoln Street. There is not enough room to install a streetlight, therefore, one is not required. Not applicable. 3.02.04 Underground Utilities B. Street: All permanent utility service within ROW resulting from development shall be underground, except where overhead high-voltage (35,000 volts or more) electric facilities exist as the electric utility documents and the developer submits such documentation. 1. Developments along Boundary Streets shall remove existing electric power poles and lines and bury or underground lines where the following apply: a. A frontage with electric power poles and lines is or totals minimum 250 feet; and b. Burial or undergrounding would either decrease or not increase the number of electric power poles. The developer shall submit documentation from the electric utility. Where the above are not applicable, a developer shall pay a fee in-lieu, excepting residential development that has 4 or fewer dwellings and involves no land division. 2. Fees in-lieu: Per Section 4.02.12. C. Off-street: All permanent utility service to and within a development shall be underground, except where overhead high-voltage (35,000 volts or more) electric facilities exist. Staff Finding: Across E. Lincoln, above-ground power and communication lines run along the frontage of the lot in question and the neighboring two houses. They are not required to be buried because they are across the street, the frontage of the lot being subdivided is not 250 feet long, and they are high-voltage lines. Not applicable. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 16 of 25 3.03 Setbacks and Open Space Staff Finding: Site plans demonstrate the proposal complies with setbacks, but this section will be reviewed further during building permit review. The requirements are met. 3.04 Vehicular & Bicycle/Pedestrian Access 3.04.01 Applicability and Permit A. Street Access Every lot and tract shall have minimum access per subsection 1. or 1. Direct access to an abutting public street, alley, or shared rear lane; or 2. Access to a public street by means of a public access easement and private maintenance agreement to the satisfaction of the Director, revocable only with the concurrence of the Director, and that is recorded. The easement shall contain text that pursuant to Woodburn Development Ordinance (WDO) 3.04.03B.3, the public shared access (ingress and egress) right of this easement is revocable only with the written concurrence of the Community Development Director. B. Access to City Streets A City access permit shall be required for any new or modified vehicular access to a street that is under City jurisdiction. 3.04.03 Access Management: Driveway Guidelines and Standards C. Joint Access 1. Lots that access a Major Arterial, Minor Arterial, Service Collector, or Access Street should be accessed via a shared driveway or instead to an alley or shared rear lane. 2. A partition, subdivision, or PUD should be configured so that lots abutting a Major Arterial, Minor Arterial, Service Collector, or Access Street have access to a local street, alley, or shared rear lane. Access to lots with multiple street frontages should be from the street with the lowest functional class. 3. Every joint driveway or access between separate lots shall be per the same means as in Section 3.04.01A.2. 4. Standards: a. Easement: Per Section 3.04.01A.2 and minimum width 20 feet. b. Improvements: The easement and the drive aisle or aisles it follows shall align along centerline. Each shared access drive aisle shall extend to the property line with no terminating curb and no fixed barrier mounted to the drive aisle. The drive aisle minimum width is 20 feet if without side curbs and 21 feet inclusive of side curbs. D. Access management: 1. Residential development other than multiple-family dwellings: The Director may require that two or more dwellings across two or more lots within a partition, subdivision, or Planned Unit Development to share driveways, for example, by requiring detached houses on adjoining lots to share a driveway along a common lot line. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 17 of 25 3. Flag lots: For development that proposes a flag lot that resembles Figure 1.02D, Lot 3 by having a pole, the two adjacent lots along the street shall, if resembling figure Lot 2, shall share access via a driveway on the flag lot pole. This section supersedes Figure 3.04A, of which the right side is excerpted and reproduced below: Access Requirements Table 3.04A 1 to 4 Dwellings, Living Units or Individual Lots 6 5 or More Dwelling or Living Units, School, or House of Worship 6 Commercial or Industrial Use Paved Width of Driveway (feet) 3, 4, 7, 8 1-way 8 minimum 10 minimum 20 maximum 10 minimum 20 maximum 2-way 14 minimum 16 maximum 7 20 minimum 24 maximum* *(Add 6 ft maximum if a turn pocket is added) Commercial/Mixed- Use: 20 minimum 24 maximum* *(Add 12 ft maximum if a turn pocket is added) Industrial: 22 minimum 36 maximum* *(Add 8’ if a turn pocket is added) Manufactured Dwelling Park 10 minimum n/a n/a Throat Length (feet) 5 Major Arterial, Minor Arterial, Service Collector n/a 36 minimum Commercial: 36 minimum; Industrial: 50 minimum Access or Local Street n/a 18 minimum 18 minimum Corner Clearance (feet) Guidelines 1 (See Figure 3.04B) Access or Local Street 30 minimum 30 minimum 30 minimum Service Collector 50 minimum 50 minimum 50 minimum Minor Arterial 245 minimum 245 minimum 245 minimum Major Arterial 300 minimum 300 minimum 300 minimum Driveway Separation Guidelines Driveway on the same parcel 22 minimum 50 minimum 50 minimum Access or Local Street none none none ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 18 of 25 (feet) 1, 2 (See Figure 3.04B) Service Collector 50 minimum 50 minimum 50 minimum Minor Arterial 245 minimum 245 minimum 245 minimum Major arterial 300 minimum 300 minimum 300 minimum Turnarounds 9 Access to a Major or Minor Arterial Required Required Required Access to any other street Required if the driveway length to the lot located furthest from the street exceeds 150 feet Requirements per the Woodburn Fire District Requirements per the Woodburn Fire District 1. The separation should be maximized. 2. Driveways on abutting lots need not be separated from each other, and may be combined into a single shared driveway. 3. Driveways over 40 feet long and serving one dwelling unit may have a paved surface minimum 8 feet wide. 4. Notwithstanding the widths listed in this table, the minimum clearance around a fire hydrant shall be provided (See Figure 3.04D). 5. Throat length is measured from the closest off-street parking or loading space to the right-of- way. A throat applies only at entrances (See Figure 3.05B). 6. Maximum of 4 individual lots can be served from single shared driveway (See Figure 3.04A) except where and as Section 3.04.03D.3 “Flag Lots” supersedes. 7. It is permissible that the Oregon Fire Code (OFC) as administered by the independent Woodburn Fire District may cause driveway widths to exceed minimums and maximums. It is a developer’s responsibility to comply with the OFC. 8. Width measurement excludes throat side curbing, if any. 9. Refer to OFC Appendix D, Figure D103.1. Staff Finding: The subject property has frontage along E. Lincoln Street, a public street, via the pole of the flag lot. The pole of the flag lot is proposed to be divided from the rest of the lots as ‘Tract Tract A is shown to be 85-89 feet long, thereby meeting the throat length requirement (36 feet minimum). Plan Sheet P101 describes a constructed paved driveway 20 feet wide from the street frontage north to the driveway of Lot 1. The nearest intersection corner is hundreds of feet away. There is a hammerhead turnaround on the plans to allow for adequate fire access throughout the site. The neighboring properties, 1035 and 993 E. Lincoln St., will continue to use this driveway to access their homes. Staff adds Conditions of Approval 9a and 7 to memorialize that the new flag pole driveway will meet the standard of 3.04.03C, including pavement stubs up to those property lines to the standard of C.4b. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 19 of 25 The provisions are met with Conditions of Approval 9a & 7. 3.04.04 Driveway & Drive Aisle Improvement Standards The portion of a driveway on private property shall be paved. Asphalt, brick, poured concrete, concrete pavers, and square or rectangular cobblestone pavers are allowed. Particularly within emergency-only fire lanes and lanes for maintenance vehicle access to private drainage and stormwater management facilities, but also anywhere on private property, reinforced cellular concrete (cast on-site) grass paving surface (“grasscrete”) is allowed also. Gravel is allowed only for property with residential zoning, where no land division is involved, and for existing development other than multiple-family dwelling. Gravel must be minimum 10 feet from the ROW of a street. Staff Finding: Staff adds Condition of Approval 1 to memorialize the requirement to adhere to submitted plans including a 20-foot-wide paved driveway for the mutual benefit of all adjoining lots. Condition of Approval 9c memorializes the requirement to construct the driveway approach according to the applicable Public Works Department standard drawing. Per Table 3.04A, the approach width shall not exceed 24 feet. The provisions are met with Conditions of Approval 1 & 9c. 3.04.05 Traffic Impact Analysis B. A transportation study known as a transportation impact analysis (TIA) is required for any of the following: 1. Comprehensive Plan Map Change or Zone Change or rezoning that is quasi-judicial, excepting upon annexation designation of zoning consistent with the Comprehensive Plan. 2. A development would increase vehicle trip generation by 50 peak hour trips or more or 500 average daily trips (ADT) or more. 3. A development would raise the volume-to-capacity (V/C) ratio of an intersection to 0.96 or more during the PM peak hour. 4. Operational or safety concerns documented by the City or an agency with jurisdiction, such as ODOT or the County, and submitted no earlier than a pre-application conference and no later than as written testimony entered into the record before the City makes a land use decision. 5. A development involves or affects streets and intersections documented by ODOT as having a high crash rate, having a high injury rate of persons walking or cycling, having any cyclist and pedestrian deaths, or that partly or wholly pass through school zones that ODOT recognizes. 6. Where ODOT has jurisdiction and ORS or OAR, including OAR 734-051, compels the agency to require. A developer shall submit a traffic impact letter or memo when the City or an agency with jurisdiction does not require a TIA. A development within the Downtown Development and Conservation (DDC) zoning district is exempt from TIA submittal. Staff Finding: The applicant provided a traffic impact memo from a registered professional engineer that indicates a net increase of 5 PM peak hour trips. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 20 of 25 The provisions are met. 3.04.06 Bicycle/Pedestrian Access between Sidewalk and Building Entrances A. Purpose: To provide for those who are not driving apparent, safe, and dignified access to developments from public streets and public off-street bicycle/pedestrian facilities, especially to include and be equitable toward Woodburn residents who cannot or do not own private vehicles or drive, and to implement Woodburn Comprehensive Plan policies. C. Walkway: Minimum 1 per frontage except where a wide walkway supersedes. Minimum width 6 feet and may have stairs. For residential development of other than multiple-family dwellings, each lot shall have a walkway minimum 2 feet wide of minimum length such that it connects sidewalk with an entrance to each and every dwelling on a given lot. The walkway shall not overlap a driveway, and where a walkway is flush with a driveway, it shall either be raised minimum 3 inches, have curbing which may be mountable, and be minimum 3 feet and 3 inches wide, or be dyed, patterned, stamped or otherwise treated or of a different paving material than the driveway to visually distinguish it from the adjacent driveway. D. Walkway and wide walkway crossings: A development with crossings of drive aisles shall have one or more crossings made visually distinct from adjacent vehicular pavement and minimum width equal to that of the walkway. 2. Walkways: Where there are walkways and any of them cross drive aisles, all of the crossings along minimum 1 walkway shall be either an extension of walkway poured concrete at the same grade as adjacent vehicular area and same width as the walkway or in the form of a speed table, also known as a raised walkway crossing, minimum 4 inches high. A developer shall stripe remaining walkway crossings with any of hatch or ladder pattern or three or more bars perpendicular to the crossing. Staff Finding: Site plans illustrate a walkway connecting the public sidewalk to each of the duplex entrances along the west-facing façades of the buildings. Staff adds Condition of Approval 5 to ensure compliance with 3.04.06.C: at least 2 feet of distinct paving along shared driveway. The provisions are met with Condition of Approval 5. 3.05 Off-Street Parking and Loading 3.05.01 Applicability The provisions of this Section shall apply to the following types of development: A. All requirements and standards of Section 3.05 shall apply to any new building or structure constructed after the effective date of the Woodburn Development Ordinance (WDO). Staff Finding: The proposal is for a subdivision only. Specifics of parking will be reviewed during building permit application. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 21 of 25 Not applicable. 3.05.05 Shared Parking No shared parking is proposed. 3.05.06 Bicycle Parking Standards The provisions do not apply. 3.06 Landscaping 3.06.01 Applicability The provisions of this Section shall apply: B. Dwellings other than multiple-family need comply only with the street tree and significant tree provisions of this Section.3.06.02 General Requirements 3.06.03 Landscaping Standards A. Street Trees Staff Finding: Street tree requirements are based on functional classification of the abutting street. E Lincoln Street is a Service Collector street, therefore a medium-sized tree is required. The total amount of frontage for Tract is approximately 30 feet, therefore 1 street tree is required. The narrative addresses that a fee-in-lieu is anticipated as the entire frontage will be improved driveway approach. Staff adds Condition of Approval 6d to ensure payment of a fee-in-lieu of planting a street tree. This fee will be $250, per the fee schedule effective 3/27/2024. The provision is met with Condition of Approval 6d. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 22 of 25 3.06.05 Screening A. Screening between zones and uses shall comply with Table 3.06D. Screening Requirements Table 3.06D N = No screening required F = Sight-obscuring fence required W = Architectural wall required D = Architectural wall, fence, or hedge may be required in the Design Review Adjacent properties – zone or use that receives the benefit of screening RS, R1S, or RSN zone RM or RMN zone DDC or NNC zone CO zone CG or MUV zone IP, IL, or SWIR zone P/SP zone Single-family dwelling, duplex, child care facility or group home 7 Multiple-family dwelling, child care facility, group home or nursing home 5, 8 Nonresidential use in a residential zone Manufactured dwelling park Property being Developed – must provide screening if no comparable screening exists on abutting protected property 9. Dwelling other than multiple- family; child care facility, or group home 7 N7 N7 N7 N7 N7 N7 N7 N7 N7 N7 N7 1. Screening is only required from the view of abutting streets, parking lots, and residentially zoned property. Storage shall not exceed the height of the screening. 2. Six to seven feet in height 3. Six to nine feet in height 4. Abutting streets must also be screened. 5. Screening is required abutting multiple-family dwellings, commercial or industrial uses only. 6. In industrial zones, screening is required only where the refuse collection facility is in a yard abutting a public street, parking lot, or residentially zoned property. 7. Child care facility for 12 or fewer children, group home for five or fewer persons. 8. Child care facility for 13 or more children, group home for six or more persons. General notes: 9. Screening is subject to height limitations for Vision Clearance Areas (Section 3.03.06) and adjacent to streets (Section 2.01.02). 10. No screening is required where a building wall abuts a property line. 11. Where a wall is required and is located more than two feet from the property line, the yard areas on the exterior of the wall shall be landscaped to a density of one plant unit per 20 square feet. Staff Finding: No screening is required, nor is any proposed. The provision is met. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 23 of 25 3.06.06 Architectural Walls Staff Finding: None are proposed. The provision does not apply. 3.06.07 Significant Tree Preservation and Removal Staff Findings There are no significant trees on the property. The provision does not apply. 3.07 Architectural Design Staff Finding Architecture will be reviewed at building permit application. The provisions do not apply. 3.08 Partitions and Subdivisions 3.08.01 Requirements All partitions and subdivisions shall comply with the standards of ORS Chapter 92 and the Woodburn Development Ordinance. Staff Finding: This staff report outlines how the subdivision complies with WDO requirements, or how it can through conditions of approval. Staff adds Condition of Approval 11 to require the subdivision to be recorded in a manner acceptable to the Marion County Surveyor, who will verify compliance with ORS requirements for platting. The requirements are met with Condition of Approval 11. 3.09 Planned Unit Developments The proposal does not include a Planned Unit Development. ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 24 of 25 3.11 Lighting 3.11.01 Purpose and Applicability B. Applicability: Applies outside ROW to all permanent exterior lighting for all development and uses, excepting residential that is other than multiple-family dwelling. Staff Finding: The application is for a subdivision, and the lighting rules are not applicable. The provisions do not apply. 5.03 Type III (Quasi-Judicial) Decisions 5.03 General Requirements A. The purpose of this Section is to identify what types of actions are considered Type III decisions. Type III decisions involve significant discretion and evaluation of subjective approval standards, yet are not required to be heard by the City Council, except upon appeal. The process for these land use decisions is controlled by ORS 197.763. Notice of the application and the Planning Commission or Design Review Board hearing is published and mailed to the applicant, recognized neighborhood associations and property owners. The decision of the Planning Commission or Design Review Board is appealable to the City Council. The City Council’s decision is the City’s final decision and is appealable to the Land Use Board of Appeals. 5.03.10 Subdivision Preliminary Approval A. Purpose: The purpose of a Type III Subdivision decision is to ensure that the division of properties into 4 or more lots complies with the standards of this Ordinance (Sections 2 and Subdivisions are allowed in all zones, provided the proposal meets applicable standards. B. Criteria: Preliminary approval of a Subdivision shall require compliance with the following: 1. That approval does not impede the future best use of the remainder of the property under the same ownership or adversely affect the safe and efficient development of the remainder of any adjoining land or access thereto. 2. That the proposed development shall be served with city streets, water, sewer and storm drainage facilities with adequate capacity. 3. That the plan for the development takes into account topography, vegetation and other natural features of the site. 4. That adequate measures have been planned to alleviate identified hazards and limitations to development: a. For wetlands these shall be the measures required by the Division of State Lands for regulatory wetlands. b. For unstable areas, demonstration that streets and building sites are on geologically stable soil considering the stress and loads. 5. The preliminary plat complies with all applicable provisions of this Ordinance (Sections 2 and except where waived by variance. Staff Finding: As examined elsewhere throughout this staff report, the proposal either meets all relevant provisions, or can through conditions of approval. The proposal is a subdivision to create 4 lots and one tract. Municipal water and sewer utilities are available within E. Lincoln Street right-of- ---PAGE BREAK--- SUB 25-01 Staff Report Attachment 103 Page 25 of 25 way. The property is generally flat with topographical concerns that have been addressed with an approved grading permit. It is outside of the 100-year flood plain and any wetlands. Regarding any potentially unstable areas, a geotechnical report would be submitted and reviewed alongside a building permit for any future development on site. The provisions are met. ---PAGE BREAK--- E. Lincoln 4-Lot (Duplex) Subdivision February 2025 1 I P a g e SUB25-01 Date: February 28, 2025 TO: Colin Cortes, AICP, CNU-A Senior Planner - City of Woodburn FROM: Cesar J. Lopez P.E. - MarPez Engineering SUBJECT: SUB 25-01 E. Lincoln 4-Lot (Duplexes) Subdivision Traffic Impact Letter Dear Colin, This Traffic Impact Letter presents the findings of the potential traffic impacts associated with the proposed development. The letter was prepared in accordance with WDO Section 3.04.05 to assess whether a Transportation Impact Analysis (TIA) is required for the E. Lincoln Duplex Subdivision. Introduction & Project Description The proposed development consists of four lots with duplexes, totaling eight dwelling units, on a 0.73-acre parcel along E. Lincoln Street, which is zoned Medium Density Residential (RM). The approximate location of the subject property is shown in figure 1 below. Figure 1: Site Location for the E. Lincoln Duplex Subdivision Site and Access Details • Street Classification: Service Collector per the Woodburn Transportation System Plan (TSP). • Shared Driveway: A 20-foot-wide minimum shared driveway with a fire turnaround will serve all units, ensuring compliance with WDO 3.04.03C. The 30-foot-wide access easement (Partition Plat 2001-056) will be maintaining legal cross-access to 993 & 1035 E. Lincoln. • Right-of-Way Dedication: The project includes an 11-foot right-of-way dedication to support City transportation planning efforts. Attachment 105 ---PAGE BREAK--- E. Lincoln 4-Lot (Duplex) Subdivision February 2025 2 I P a g e SUB25-01 • Pedestrian Connectivity: New sidewalks and walkways will be installed to E. Lincoln Street, complying with WDO 3.04.06C. Trip Generation Analysis Trip generation estimates are based on the ITE Trip Generation Manual, 11th Edition, using Land Use Code 215 – Single-Family Attached Housing (Duplexes) allowed under the zoning. A summary of the estimated trip generation rates for single-family attached housing is presented in Table 1. Table 1: Trip Generation Rates for Selected Allowed Land Uses under RM Zoning Land Use (ITE Code) Units Weekday Trip Generations Rates Daily Peak Hour AM PM Single-Family Attached Housing (215) DU 1 7.2 0.48 0.57 1 DU = Dwelling Unit Table 2 below present the calculated trip generations based on rates for the ITE Land Use Code 215 – Single-Family Attached Housing for the development on the .73-acre subject property under the RM zoning. Table 2: Trip Generation for Selected Land Use Land Use (ITE Code) Size Weekday Trip Generations Daily Peak Hour AM PM Single-Family Attached Housing (215) 8 DU 57.6 3.84 4.56 Total Trips Generated 8 DU 58 4 5 TIA Thresholds & Compliance with WDO 3.04.05B Per WDO 3.04.05(B), a TIA is required if a development meets any of the following thresholds: • Generates 50 or more peak-hour trips • Generates 500 or more average daily trips (ADT) • Raises an intersection’s volume-to-capacity (V/C) ratio to 0.96 or more during the PM peak hour • Is located in an area with documented operational or safety concerns The estimated volume of traffic that will be generated by the proposed development does not warrant a full traffic impact analysis (TIA). ---PAGE BREAK--- E. Lincoln 4-Lot (Duplex) Subdivision February 2025 3 I P a g e SUB25-01 Summary and Recommendation The proposed development consists of four duplexes, totaling eight dwelling units, which would generate an estimated 58 daily trips, 4 A.M. peak hour trips, and 5 P.M. hour trips. Based on the trip generation, the Transportation Impact Letter confirms that the E. Lincoln Duplex Subdivision, the proposed development does not warrant a full traffic impact analysis (TIA) and satisfies WDO 3.04.05 requirements. Meets vehicular and pedestrian connectivity requirements, including sidewalk and walkway installation. Complies with driveway width, fire access, and cross-access easement requirements. Provides an 11-foot right-of-way dedication in accordance with City transportation planning efforts. If additional information is needed, we are available to provide further details. Thank you for your time and consideration. Best Regards, Cesar J. Lopez Sr. Principal Engineer MarPez Engineering LLC Cc: Brian Schwindt, BCAZ LLC RENEW: 12-31-2026 ---PAGE BREAK--- ^ 1 1 1 Ð Ð R !R ! <Ò <Ò <Ò Ð 120.29 15.80 LINCOLN PARK VILLAGE N28 15 30E 284.25 CONDOS 22 NOTE - THIS AREA ASSESSED WITH TAXLOT 5100 ON MAP 5 1W 08CB NOTE - THIS AREA ASSESSED WITH TAXLOT 5200 ON MAP 5 1W 08CB 4 4 6 6 WALILALE 150 150 HOME 200 100 4.0 CH (264.00) 7 TRACTS 2.0 CH (132) 6.95 8 77.45 2.50 CH (165.00) 71.98 7 71.98 71.98 71.98 10 72 900 72.12 [PHONE REDACTED] 4 1100 25 VAC. BY V629-211 1200 25 500 1400 214.86 174 25 12 12 145.59 142.5 25 6 132.78 140.97 1500 1 KOFFLER 147.13 137.84 600 148.29 175.23 4 1 1300 75.37 4000 50 80 2 6 3 72 144.05 72 7 4 80.62 77.63 5 72 6.17 CH (407.22) 212.00 6 72 50 61.58 3900 91.98 82.50 120.00 LOT 13 1.25 CH 1600 106.39 39.85 1700 0.5' RES. STRIP PARCEL 2 103.50 PARCEL 1 100.11 4701 0.16 AC 7.80 77.50 0.21 AC 4600 4500 4100 76.35 PARCEL 2 77.50 6.11 66 12 26.07 77.62 83.49 3800 66 11 18.80 P. P. 0.28 AC 83.49 10 76.00 1991 - 45 66.48 9 117.87 3200 3300 2800 67.06 2300 8 146.00 146.00 140 2700 86.12 78.36 120.5 2400 120.5 4200 20 P. P. 22.50 2200 1800 120.5 66 3700 84 120.5 66 82.50 84 120.5 52.97 SUB 103.50 4.00 CH 77.50 2500 120.50 4.00 CH 77.50 51.75 4700 51.75 83.49 73.00 115.00 3600 100.00 100.00 83.49 PARCEL 1 67.00 105.00 (DEED) 82.50 1900 0.22 AC 3400 3100 N03 30E 4.00 CH 82.50 60 47.34 82.50 N02 52E 75.14 60 4400 132 2600 118.00 4300 50.00 3500 118.00 132 2100 110.84 04-22 146.97 CS 21029 2000 147.34 82.50 1.25 CH 100.00 113.38 100.00 3000 51.75 100.00 100.00 51.75 143.50 120 105.00 (DEED) 73.12 120 115.00 50.00 82.50 54.91 82.50 50.09 80.04 140 26.18 CH E'LY OF 107.74 SW COR J COOLEY 75.14 76.12 DLC 50 105.50 62.5 5900 65 5700 7100 5800 77 29.30 129.66 7200 115.58 7600 79.96 130.40 90.12 10.13 7700 9.87 100 [PHONE REDACTED] 85.00 8000 S3 30W 90.0 75.14 71.40 7300 7400 105.50 176.90 85.12 60.61 50.14 243.96 S3 30W 120.0 N3 30E 120.0 71.09 100.00 100 77 62.5 S3 30W 85.00 5501 120.08 S86 30E 197.08 10.00 PARCEL 2 NORTH 264 NORTH 264 20.00 65 35.00 0.44 AC 7000 N00 17E 264 24 2.95 AC 113.66 105.00 80.00 106.64 S28 15 30W 284.25 S00 25 30W 246.46 198.00 S89 43E 301.50 65 70 65 50.01 48.12 101.95 4 6200 6300 6301 63.63 6.74 100.48 0.70 AC 0.46 AC 28.87 98.96 N86 10 15W 166.69 170.61 32.17 22 125.17 79.93 90.76 22 125.22 6800 9100 8200 6100 126.78 N00 28 35E 285.00 N00 38 24E 285.00 8700 PARCEL 1 128.22 0.73 AC 3 190 N89 9E 151.12 6700 227.79 P.P. CS 27182 118.00 331.44 115.52 S00 17W 466.17 S0 41W 505.06 S00 25W 478.80 111.21 69.33 GAR-LAD 2 91.16 N89 21E 133.08 538.48 141.53 2001- 8300 90.00 95.07 6400 61.93 6600 5100 8600 528.29 5200 92.72 5300 056 260.11 102.57 135.00 100.00 147.23 6101 114.75 8400 107.67 S78 58E 117.00 100.30 22 PARCEL 2 1 39.19 207.42 111.99 51.66 1' RESERVE STRIP 30' ACCESS EASE. 62.45 0.23 AC 113.65 141.00 30.23 273.38 95.81 40 65 M/L 6500 70.20 70 M/L 91.50 65 M/L 90.00 93.74 120 9000 8500 155.34 133.11 20.74 71.16 101.38 2900 57.74 57.47 49.80 50.00 57.47 57.46 132.12 132.42 132.68 131.81 PAR 1 2901 2902 PAR 2 PAR 3 P.P. 2014-033 CS 34291 VENUE 40 40 WASHINGTON ELEMENTARY SCHOOL D 60 COURT PARKVIEW 40 40 50 KOFFLER AVENUE QUEEN CITY BVD 40 HARDCASTLE AVENUE 60 40 40 60 60 PARK AV 60 50 50 50 DEL SOL CT TIERRA 50 CT LY N N PARK AVENUE TIER R A 60 50 50 40 LINCOLN STREET 40 50 REET 1/16 COR 1/16 COR 1/16 COR N'LY NE COR B.S.BONNEY DLC 47 NW COR E.COOLEY DLC 42 7 8 18 17 1/16 COR 03 03 9 03 03 9 VACATED QUEEN CITY BV 0385-0372 362.60 86.86 280.63 52.89 262.25 50.00 37.00 85.05 12.16 CS 38837 4124-0012 NOTE: THIS AREA IS ASSESSED WITH TAXLOT 100 ON MAP 05-1W-18AA 251.46 134.49 141.55 151.93 300.50 422.33 263.91 40.18 242.85 90000 SEE PLAT TP35-005 FOR MORE DETAILS P.P. 99-102 60.04 PARCEL 2 0.15 AC 115.05 60.00 PARCEL 1 0.15 AC 112.89 116.58 111.34 16.03 16.03 P.P. 2023- 033 59.91 5502 5500 SEE MAP 051W07DA SEE MAP 051W08CD SEE MAP 051W17BA SEE MAP 051W17BB SEE MAP 051W08CB SEE MAP 051W08CA SEE MAP 051W18AA SEE MAP 051W07DD MARION COUNTY, OREGON SW1/4 SW1/4 SEC8 T5S R1W W.M. WOODBURN WOODBURN 05 1W 08CC 05 1W 08CC SCALE 1" = 100' FOR ADDITIONAL MAPS VISIT OUR WEBSITE AT www.co.marion.or.us DISCLAIMER: THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY 05 1W 08CC 05 1W 08CC WOODBURN WOODBURN 05 1W 08CC 05 1W 08CC 05 1W 08CC 05 1W 08CC LEGEND LINE TYPES CORNER TYPES Section Corner <Ò 15 16 21 22 Waterline - Non Railroad Centerline Historical Boundary Easement Taxcode Line Map Boundary Road Right-of-Way Taxlot Boundary Railroad Right-of-Way Private Road ROW Subdivision/Plat Waterline - Taxlot NUMBERS Tax Code Number 00 00 0 All acres listed are Net Acres, excluding any portions of the taxlot within public ROWs Acreage Tick Marks: A tick mark in the road indicates that the labeled dimension extends into the public ROW 0.25 AC NOTES 200.00 175.00 PLOT DATE: 6/27/2023 CANCELLED NUMBERS 4800 4900 5000 5400 6000 6900 7500 7800 7900 8100 8800 8900 90027 R ! DLC Corner <Ò 1/4 Section Cor. Ð 1/16TH Section Cor. Attachment 106 ---PAGE BREAK--- Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 60'-0" 4/17/2025 5:46:57 AM G101 COVER SHEET S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) PROJECT INFORMATION JURISDICTION: WOODBRUN COUNTY: MARION MAP NO.: 51W08CC06100 TAX LOT: 06100 SUBDIVISION: TYPE: SINGLE-FMLY ZONE: MEDIUM DENSITY RESIDENTIAL (RM) APPLICABLE CODES: - 2023 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) EACH UNITS : BEDROOMS FULL BATHROOM HALF BATHROOM AREAS: 1623 SQ. FT. NEW FLOOR (LIVING AREA) 324 SQ. FT. GARAGE ELECTRICAL PERMIT (BY OTHERS) MECHANICAL PERMIT (BY OTHERS) PLUBING PERMIT (BY OTHERS) SITE/LOT AREA: 0.73 ACRES LOT COVERAGE MAX. 35% ELEVATION: APROX. 183 FT. APPLICANT/OWNER BCAZ LLC 2050 Beavercreek Rd. #101-236 Oregon City, OR. 97045 [PHONE REDACTED] CONTACT: Brian Schwindt PROJECT SURVEYOR BRASS & STONE LAND SURVEYING 1132 Heritage Loop Stayton, OR. 97383 [PHONE REDACTED] CONTACT: Brian Paul P.L.S. PROJECT ENGINEER MARPEZ ENGINEERING LLC 629 Riverview Drive NW Salem, OR 97304 [PHONE REDACTED] CONTACT: Cesar J. Lopez P.E. UTILITIES / SERVICES WATER: CITY OF WOODBURN SEWER: CITY OF WOODBURN GASER: ROR LATO GENERAL ELECTRIC (PGE) N.W. NATURAL GAS PHONE: VERIZON CABLE: COMCAST REFERENCES WOODBURN DEVELOPMENT ORDINACE (WDO) SHEET INDEX G101 COVER SHEET G102 EXISTING CONDITIONS AND SITE DEMOLITION PLAN P101 PRELIMINARY SITE PLAN P102 PRELIMINARY ALIGNMENT AND PROFILE P103 PRELIMINARY GRADING PLAN P104 PRELIMINARY UTILITY PLAN SURVEY SHEET 1 OF 3 - TOPOGRAPHIC SURVEY SURVEY SHEET 2 OF 3 - TOPOGRAPHIC SURVEY/UTILITIES SURVEY SHEET 3 OF 3 - PROPOSED LOT LAYOUT E. LINCOLN STREET FOUR LOT SUBDIVISION PROJECT (SUB 25-01) PRELIMINARY PLANS FOR WOODBURN, OREGON TAXLOTS 51WC08CC06100 PROJECT DESCIPTION THE PROJECT SITE CONSISTS OF A 0.73 ACRES PARCEL DEVELOPMENT THAT WILL INCLUDE FOUR DUPLEXES WITH A PAVED SHARED USE ACCESS, UTILITIES FOR STORM WATER, WATER, SANITARY SEWER, AND POWER. SITE STATISTICS SITE IMPERVIOUS AREA: 0.00 AC (00.00%) SITE PERVIOUS AREA: 0.73 AC (100.0%) CALL BEFORE YOU DIG - Oregon 811 OREGON UTILITY NOTIFICATION CENTER 1-[PHONE REDACTED] WEB: digsafelyoregon.com/ PRE-DEVELOPMENT: POST-DEVELOPMENT: SITE IMPERVIOUS AREA: 0.47 AC (65.0%) SITE PERVIOUS AREA: 0.26 AC (35.0%) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WOODBURN DESIGN DTANDRADS AND STANDARD CONSTRUCTION SPECIFICATIONS. 1" = 60'-0" SITE MAP No. Description Date Attachment 107 ---PAGE BREAK--- Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 30'-0" 4/17/2025 5:47:02 AM G102 EXISTING CONDITION AND SITE DEMOLITION PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) 1" = 30'-0" EXISTING CONDITIONS AND SITE DEMOLITION 3 6 5 2 4 1 EXISTING BUILDING TO REMAIN AND BE PROTECTED EXISTING TREE RELOCATED OR REMOVED EXISTING TREE TO BE PROTECTED, UNLESS TREE IS IN THE WAY OF CONSTRUCTION OF NEW ACCESS (BY OTHER) EXISTING TREE REMOVED EXISING LANDSCAPE WALL TO BE REMOVED AT THE P.L EXISTING TREE TO BE PROTECTED EXISTING POLE AND LUMINARE TO BE REMOVED EXISTING PGE POLE AND GUIDE WIRE TO BE REMOVED AND REOLOCATED (BY OTHER) EXISTING TREE TO BE PROTECTED, UNLESS TREE IS IN THE WAY OF CONSTRUCTION SITE DEMOLITION NOTES A REPLAT OF PARCEL 1, PARTITION PLAT 2001-56, IN THE NW 1/4 OF SECTION 17 AND THE SW 1/4 OF SECTION 8, T.SS., R.W., W.M., CITY OF WOODBURN, MARION COUNTY, ORECON. PLANNING FILE NUMBER: SUB 235-01 DATE OF SURVEY: SEPTEMBER 20, 2024 FOR: CESAR LOPEZ REFERENCE: PRELIMINARY TOPOGRAPHIC SURVEY PROVIDED BY BRASS & STONE LAND SURVEYING INC. TOPOGRAPHIC SURVEY/ UTILITIES 8 7 9 EXSITING INLET EXISTING BUILDING EXISTING BUILDING 1 2 3 4 5 6 7 8 9 10' 20' 40' 0 2" 0 1" = 20'-0" No. Description Date ---PAGE BREAK--- 2 3.58' N 0°09'58" E U N IT 6 U N IT 5 U N IT 4 U N IT 3 U N IT 2 U N IT 1 0.14 AC RES 6057 SQ . FT. 0.14 AC RES 6059 SQ . FT. 0.14 AC RES 6061 SQ . FT. 0.15 AC RES 6428 SQ . FT. U N IT 8 U N IT 7 6061 SQ . FT. 1 0.0 1 0.0 L EG END G ras C oncrete E co Pavers H ydrant M ailbox W ater M eters T rash Can 3 0. 23’ N 82° 43’1 6" W 9 5. 05’ N 89° 50’0 2" W 1 0. 2’ S 0° 09’5 8" W 3 31. 39’ N 0 °09 ’58 " E 1 25. 12’ S 86 °40 ’08 " E 2 28. 0’ S 0° 08’0 6" W LO T 2 LO T 3 LO T 4 LO T 1 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 10.00 10.00 UNIT 8 UNIT 7 95.05’ N 89°50’02" W 100.22’ S 00°09’58" W 30.23’ N 82°43’16" W 331.39’ N 00°09’58" E 125.12’ S 86°40’08" E 228.00’ S 00°08’06" W LOT 2 LOT 3 LOT 4 LOT 1 SAN G E W GRASS CONCRETE LEGEND ECO PAVERS WATER LINE ELECTRICAL UNDER GROUND GAS LINE SANITARY SEWER MAIN CONTOUR LINE HYDRANT MAILBOX WATER METERS TRASH CAN STM STORM DRAIN PIPE POWER POLE 24 ft. min to ground 36 ft. min to volume of building 11 ft. Dedication 50 ft. Existing ROW 5 ft. min. 20 ft. min 125' 60' 60' 60' 48' 125' 125' 125' w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STM STM STM STM STM STM STM STM STM STM STM Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 20'-0" 4/17/2025 5:47:03 AM P101 PRELIMINARY SITE AND FIRE ACCESS PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) PROJECT INFORMATION JURISDICTION: WOODBRUN COUNTY: MARION MAP NO.: 51W08CC06100 TAX LOT: 06100 SUBDIVISION: TYPE: SINGLE-FMLY ZONE: MEDIUM DENSITY RESIDENTIAL (RM) APPLICABLE CODES: - 2023 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) EACH UNITS : BEDROOMS FULL BATHROOM HALF BATHROOM AREAS: 1623 SQ. FT. NEW FLOOR (LIVING AREA) 324 SQ. FT. GARAGE ELECTRICAL PERMIT (BY OTHERS) MECHANICAL PERMIT (BY OTHERS) PLUBING PERMIT (BY OTHERS) SITE/LOT AREA: 0.73 ACRES LOT COVERAGE MAX. 35% ELEVATION: APROX. 183 FT. APPLICANT/OWNER BCAZ LLC 2050 Beavercreek Rd. #101-236 Oregon City, OR. 97045 [PHONE REDACTED] CONTACT: Brian Schwindt PROJECT SURVEYOR BRASS & STONE LAND SURVEYING 1132 Heritage Loop Stayton, OR. 97383 [PHONE REDACTED] CONTACT: Brian Paul P.L.S. PROJECT ENGINEER MARPEZ ENGINEERING LLC 629 Riverview Drive NW Salem, OR 97304 [PHONE REDACTED] CONTACT: Cesar J. Lopez P.E. UTILITIES / SERVICES WATER: CITY OF WOODBURN SEWER: CITY OF WOODBURN GASER: ROR LATO GENERAL ELECTRIC (PGE) N.W. NATURAL GAS PHONE: VERIZON CABLE: COMCAST REFERENCES WOODBURN DEVELOPMENT ORDINACE (WDO) CONST. LANDSACPE WALL TO COMFORT WITH WOD 3.06.06B AS REQUIERED. CONST. 20' WIDE DRIVEWAY APPROACH FOR SHARE ACCESS AND FIRE ACESS PER DET. NO. 4150-1 INST. MAILBOX CONST. PAVED ACCESS DRIVEWAY CONST. CURB WITH RED PAINT FOR FIREACCESS AND NO PARKING MARKINGS PER DET. NO 4100-2 CONST. FIRE TURNAROUND WITH 28' CURB RETURN RADIUS. ASPHALT PAVED OR OTHER SURFACING MATERIAL PER WOD 3.04.04 CONST. ASPHALT DRIVEWAY STUBS INST. NEW FIRE HYDRANT PER DET. NO 5070-1 CONST. LANDSCAPE WALL SITE PLAN NOTES 1 2 3 4 5 6 7 8 2 8 1 3 7 7 4 5 6 E. LINCOLN STREET DRIEVEWAY PAD 8' X 18' (typ.) 9 10' 20' 40' 0 2" 0 1" = 20'-0" 1. INSTALL TREE PROTECTION FENCING PRIOR TO COMMENCEMENT OF WORK. 2. NO CONSTRUCTION EQUIPMENT ALLOWED OFF THE HARDSCAPE WITHIN TREES' ROOT PROTECTION ZONES, UNLESS NOTED OR OTHERWISE SHOWN. 3. TREES WITHIN THE LIMITS OF DISTURBANCE DESIGNATED TO BE PROTECTED WILL NOT BE REMOVED. CONTRACTOR IS DIRECTED TO COMPLETE CUT AND FILL OPERATIONS WITH CARE NEXT TO THESE TREES 4. BECAUSE OF FLAG LOT POLE DRIVEWAY, DEVELOPER TO PAY FEE IN LIUE OF STREET TREE REQUIER BY WDO 3.06.03A0A AS 4.02.12 ALLOWS TREE PROTECTION NOTES 1 No. Description Date ---PAGE BREAK--- 182.50 181.00 182.00 183.00 184.00 184.00 183.00 182.00 182.00 182.00 183.00 181.00 2 3.58' N 0°09'58" E U N IT 6 U N IT 5 U N IT 4 U N IT 3 U N IT 2 U N IT 1 0.14 AC RES 6057 SQ . FT. 0.14 AC RES 6059 SQ . FT. 0.14 AC RES 6061 SQ . FT. 0.15 AC RES 6428 SQ . FT. U N IT 8 U N IT 7 6061 SQ . FT. 10.010.0 LEG END G ras Concrete Eco Pavers Hydrant M ailbox W ater M eters Trash Can 3 0.23’ N 82°43 ’16" W 9 5.05’ N 89°50 ’02" W 1 0. 2’ S 0°09 ’58" W 3 31. 39’ N 0° 09’5 8" E 1 25.12’ S 86° 40’0 8" E 2 28. 0’ S 0°08 ’06" W LO T 2 LO T 3 LO T 4 LO T 1 100+00 101+00 102+00 103+00 103+38 BP: 100+00.00 EP: 103+37.91 LOT 1 BUILDING FOOTPRINT LOT 2 BUILDING FOOTPRINT LOT 3 BUILDING FOOTPRINT LOT 4 BUILDING FOOTPRINT PVI STA:100+ 60.00 PVI ELEV:185.33 K:3.31 LVC:50.00 BVCS: 100+ 35.00 BVCE: 183.25 EVCS: 100+ 85.00 EVCE: 183.64 PVI STA:101+ 20.00 PVI ELEV:181.28 K:6.90 LVC:50.00 BVCS: 100+ 95.00 BVCE: 182.97 EVCS: 101+ 45.00 EVCE: 181.41 GRADE BREAK STA = 100+00.00 ELEV = 180.665 GRADE BREAK STA = 103+30.00 ELEV = 182.332 GRADE BREAK STA = 100+00.00 ELEV = 180.665 GRADE BREAK STA = 103+30.00 ELEV = 182.332 Alignment - A PROFILE 175 180 185 190 195 200 175 180 185 190 195 200 99+50 100+00 101+00 102+00 103+00 104+00 8.33% -6.75% 0.50% 51.23% 1.50% 30' Easement 9' 11' 4' 2% Profile grade ACP wearing & base course Level 2, 3/4" Nom. thkn. - 4" 2 equal lifts PL SANITARY SEWER LATERALS VERTICAL CURB COMPACTED BASE COURSE COMPACTED SUBGRADE PRIVATE UTILITIES (POWER & COMMUNICATION) STORM DRAIN LINE 1" WATER SERVICE LINES 6" WATER LINE FOR FIREHYDRANT PL 6' 20' Driveway Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT As indicated 4/17/2025 5:47:03 AM P102 PRELIMINARY ALINGMENT AND PROFILE S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) 1" = 30'-0" - Alignment 1" = 30'-0" Profile 1" = 20'-0" ACCESS DRIVEWAY TYPICAL N.T.S. 1" = 20'-0" ACCESS DRIVEWAY TYPICAL N.T.S. No. Description Date ---PAGE BREAK--- 182.50 182.00 183.00 184.00 184.00 183.00 182.00 182.00 182.00 183.00 181.00 Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 20'-0" 4/17/2025 5:47:03 AM P103 PRELIMINARY EROSION & GRADING PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) LOT 1 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' LOT 2 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' LOT 3 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' LOT 4 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' CONSTRUCT GRAVEL ECONSTRUCTION ENTRANCE PROVIDE INLET PROTECTION (TYP) INST. SEDIMENT FENCE CONSTRUCTION NOTES 1 2 3 1 3 2 1. EROSION AND SEDIMENT CONTROL IS REQUIRED FOR THIS PROJECT. 2. PREPARE AN EROSION AND SEDIMENT CONTROL PLAN (ESCP) BEFORE BEGINNING WORK. KEEP A COPY OF THE ESCP AND THE CITY EROSION AND SEDIMENT CONTROL MANUAL ON SITE AT ALL TIMES DURING THE PROJECT. 3. THE EROSION AND SEDIMENT CONTROL FACILITIES AS SHOWN IN THE CONTRACT DOCUMENTS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED PROJECT WORK AREA AND SEASONAL CONDITIONS. UPGRADE THESE FACILITIES TO ADDRESS CHANGING WORK OR WEATHER CONDITIONS. 4. INSPECT AND MAINTAIN ALL FACILITIES AND MEASURES UNTIL PROJECT WORK AREAS ARE PERMANENTLY RESURFACED OR STABILIZED 5. PROTECT ALL FUNCTIONING STORMWATER INLETS AND CATCH BASINS FROM RECEIVING UNFILTERED SEDIMENT AND SEDIMENT-LADEN RUNOFF. 6. STABILIZE ALL EXPOSED SOIL IMMEDIATELY FOLLOWING GROUND DISTURBING ACTIVITY. 7. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES AFTER THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER’S REPRESENTATIVE GENERAl NOTES 2 10' 20' 40' 0 2" 0 1" = 20'-0" No. Description Date ---PAGE BREAK--- 2 3.58' N 0°09'58" E U N IT 6 U N IT 5 U N IT 4 U N IT 3 U N IT 2 U N IT 1 0.14 AC RES 6057 SQ . FT. 0.14 AC RES 6059 SQ . FT. 0.14 AC RES 6061 SQ . FT. 0.15 AC RES 6428 SQ . FT. U N IT 8 U N IT 7 6061 SQ . FT. 1 0.0 1 0.0 L EG END G ras C oncrete E co Pavers H ydrant M ailbox W ater M eters T rash Can 3 0. 23’ N 82° 43’1 6" W 9 5. 05’ N 89° 50’0 2" W 1 0. 2’ S 0° 09’5 8" W 3 31. 39’ N 0 °09 ’58 " E 1 25. 12’ S 86 °40 ’08 " E 2 28. 0’ S 0° 08’0 6" W LO T 2 LO T 3 LO T 4 LO T 1 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 10.00 10.00 UNIT 8 UNIT 7 11 ft. Dedication 50 ft. Existing ROW 30' Driveway w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STM STM STM STM STM STM STM STM STM STM STM Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 20'-0" 4/17/2025 5:47:09 AM P104 PRELIMINARY UTILITY PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) INST. NEW FIRE HYDRANT EXISTING GAS LINE EXISTING 6" WATER LINE EXISTING 8" SANITARY SEWER LINE INST. 8' CONC.STORM PIPE. CONNECT TO EXISTING STORM INLET INST. WATER METER AND 1-INCH WATER LINES TO SERVICE ALL LOTS (8 UNITS) CONNECT FOUR 4-INCH SANITARY SEWER LATERAL TO EXITING 8" SANITARY SEWER LINE INST. NYOPLAST 30" DRAIN BASIN, SEE MANHOLE TABLE THIS SHEET AND DETAIL ON SHEET XXX. INST. ADS MC-3500 STORM-TECH SYSTEM, SEE DETAIL ON SHEET XXX. GENERAL NOTES: COORDINATE ALL FINAL UTILITY SERVICES WITH UTILITY PROVIDER & MEP. FOR ALL LOT NEW SANITAY SEWER LINES TO HAVE CLEAN OUT EVERY 100' AND WATER SERVICE WILL BE CONNECTED TO THE EXISTING MAIN LINES IN THE STREET COORDINARTION WITH POWER, AND COMMUNICATION PROVIDER ONGOING. THE GAS LINE IS INDICATED AS A POSSIBLE LOCATION FOR INSTALLATION BY THE UTILITY COMPANY (TO BE DETERMINED). UTILITY NOTES 1 2 3 4 5 6 8 7 1 2 3 4 5 6 7 8 1" = 20'-0" PRELIMINARY UTILITY PLAN 10' 20' 40' 0 2" 0 1" = 20'-0" 9 9 No. Description Date ---PAGE BREAK--- Drawn By: BWP 09/20/24 Job File: 24-021 1132 HERITAGE LOOP STAYTON, OR 97383 TOPOGRAPHIC SURVEY SCALE: 1'=30' PAGE 1 OF 3 O R E G O N MARCH 13, 2018 BRIAN W. PAULL 89074 R E G I S T E R E D PROFESSIONAL LAND SURVEYOR Expires 12/31/2026 ---PAGE BREAK--- Drawn By: BWP 09/20/24 Job File: 24-021 1132 HERITAGE LOOP STAYTON, OR 97383 TOPOGRAPHIC SURVEY/ UTILITIES SCALE: 1'=20' PAGE 2 OF 3 O R E G O N MARCH 13, 2018 BRIAN W. PAULL 89074 R E G I S T E R E D PROFESSIONAL LAND SURVEYOR Expires 12/31/2026 ---PAGE BREAK--- 95.05' N 89°50'02" W 100.22' S 00°09'58" W 30.23' N 82°43'16" W 331.39' N 00°09'58" E 125.12' S 86°40'08" E 228.00' S 00°08'06" W Drawn By: BWP 09/20/24 Job File: 24-021 1132 HERITAGE LOOP STAYTON, OR 97383 PAGE 3 OF 3 PROPOSED LOT LAYOUT SCALE: 1'=20' O R E G O N MARCH 13, 2018 BRIAN W. PAULL 89074 R E G I S T E R E D PROFESSIONAL LAND SURVEYOR Expires 12/31/2026 Attachment 108 ---PAGE BREAK--- Page 1 of 6 Trees Plus Northwest, LLC I treesplusnw.com • Licensed •Bonded • Insured I CCB #234684 Arborist Report for Construction Prepared for: BCAZ LLC Project Name: E. Lincoln St (Duplexes) Woodburn (SUB 25-01) Project Address: No address assigned. (TAX Lot 051W8CC06100) Arborist: Leonel Cervantes Meraz, ISA Certified Arborist PN-9335A / TRAQ Certified Email: [EMAIL REDACTED] Ph: [PHONE REDACTED] Evaluation Date: 1/28/2025 Proposed Work Site Attachment 109 ---PAGE BREAK--- Page 2 of 6 1. Purpose of Report To address Woodburn Development Ordinance (WDO) 3.06.07, this report evaluates trees within the proposed project site and adjacent properties within the critical root zones to determine which trees can be preserved and provides guidelines for their protection during construction. The applicable preservation and removal standards are Tier 4 (T4) per WDO Table 3.06T, row 2b. 2. Site Summary • Total trees assessed: 7 • Species include maple, dogwood, lilac, and arborvitae. • 3 trees are in conflict with proposed building areas. 3. Tree Inventory Table: • Tree #1 is located in address 993 E Lincoln St • Trees #2,5,6, and 7 are located in address 1035 E Lincoln St Tree ID Species Classification DBH (In) Heigh t (Ft) Health Structural Condition Comments Recommendation 1 Norway Maple (Acer Platanoides) Deciduous 23.4” 50’ Good Fair Root damage (machine/equipment caused). The tree is too close to the proposed work area, excavation. Tree removal 2 Flowering Dogwood (Cornus florida) Deciduous 13” 17’ Good Good Minor structural defects Install root/tree protection barrier 3 Common Lilac (Syringa vulgaris) Deciduous 4.5” 13’ Good Poor Decay in main stem. The tree is located within the proposed work area. Tree removal 4 Arborvitae Tree (Thuja occidentalis) Evergreen 12” 32’ Poor Poor Decay in main stem, co-dominant stems removed Tree removal 5 Arborvitae Tree 2- Stem (Thuja occidentalis) Evergreen 8”&8” 34’ Poor Poor Decay in main stem, co-dominant stems removed Tree removal 6 Arborvitae Tree 2- Stem (Thuja occidentalis) Evergreen 5”&9” 34’ Poor Poor Decay in main stem, co-dominant stems removed Tree removal 7 Multiple-Stem Arborvitae Tree (Thuja occidentalis) Evergreen 2”-5” 26’ Poor Poor Decay at the base Tree removal 8 Multi-Stem Apple Tree (Malus Domestica) Deciduous 2”-6” 18’ Fair Fair The tree is conflicting with the work area. Tree removal ---PAGE BREAK--- Page 3 of 6 Figure 1: Tree Location ---PAGE BREAK--- Page 4 of 6 Figure 2: Tree #1 Figure 3: Tree # 2 Figure 4: Tree # 3 Figure 5: Tree # 4 ---PAGE BREAK--- Page 5 of 6 Figure 6: Tree # 5 Figure 7: Tree #6 (next to tree Figure 8: Tree # 7 Figure 9: Tree # 8 ---PAGE BREAK--- Page 6 of 6 4. Mitigation Measures • Relocate utilities to minimize impacts on tree roots from preserved trees. • Apply mulch to the root zones of preserved trees. • Schedule irrigation to reduce stress during construction. 5. Tree Protection Plan • Tree #2 will need to be retained and the root zone protected as per Woodburn Development Ordinance (Ordinance No. 2629, July 22, 2024). Use prescriptive method per WDO 3.06.08C. • Install strong fencing around the dripline or critical root zone (CRZ). • Fence to remain in place for the duration of the driveway construction project. • Avoid grading, excavation, or heavy equipment movement within the CRZ. 6. Tree Removal Plan • Must follow Woodburn Development Ordinance (Ordinance No. 2629, July 22, 2024) to remove any significant trees. • A “significant tree” is any tree with a DBH of 24 inches or more. • A DBH measurement is simply the diameter of the tree trunk measured 4.5 feet above the ground. • Trees with a DBH of less than 24 inches can be removed without a permit. • Trees with a DBH of 24 inches or more must obtain a Significant Tree Removal Permit. • Due to unavoidable conflicts with the proposed layout of driveway and the trees poor health conditions; Trees number 1, 3, 4, 5, 6, 7, and 8 will need to be removed. • Replacement trees will need to be planted as per local ordinance.