Document Woodburn_doc_399a8cd176

Final Decision Planning Commission File number(s): CU 2019-07, DR 2019-13, EXCP 2019-07, & PP 2019-03 Project name: Woodburn High School Addition/Expansion & Redevelopment / “Career & Technical Education (CTE)” Addition Date of decision: February 27, 2020 Date of mailing: March 4, 2020 Applicant: Ivan Leigh, Operations Manager, Woodburn School District, represented by Oh Planning+Design, Architecture; attn Deb France, Principal, Architect & Caitlin McGehee, AIA, NCARB, Associate, 115 NW 1st Ave, Ste 300, Portland, OR 97209- 4023 Landowner: Woodburn School District 103; attn Sarah Bishop, Director of Business, 1390 Meridian Drive, Woodburn, OR 97071 Site location: 1785 N. Front St; Tax Lot 051W07A 00600 Summary: The Woodburn Planning Commission held a public hearing on February 27, 2020 and unanimously approved the Conditional Use, Design Review, Street Exception, and Phasing Plan consolidated applications package (Type III) with the conditions recommended by staff through the staff report published February 20. No parties testified in opposition to the proposal, which the District refers to as "Career & Technical Education (CTE)”. The proposal was for partial site redevelopment including a main building addition/expansion at the north, removal of a few existing modular buildings, addition of a north outbuilding, adding a driveway on Hazelnut Drive aligned with Graystone Drive, and partial upgrades of east front visitor and west rear staff parking areas for two staff carpool/vanpool (C/V) stalls, walkway crossings of some drive aisles, tree islands at the new crossings, and upgrading at least one curb ramp to conform to the Americans with Disabilities Act (ADA). ---PAGE BREAK--- Page 2 of 13 The addition/expansion is in place of the demolished remains of a portion of the main building destroyed by fire accidentally set by students on May 11, 2012. The original portion was one story, and the addition/expansion is two. The project comes with a Street Exception approval to not upgrade the N. Front Street frontage to present standards and a Phasing Plan approval for a project of Phases 1 & 2 – including to defer to Phase 2 all frontage/public/street improvements that remain required. The application materials indicated that Phase 2 would be as late as 2027, and there is no condition requiring that the applicant do any of construct Phase 2, construct the public improvements, or pay a fee in-lieu. The conditions include obtaining a public access easement 20 feet wide minimum along the Mill Creek Greenway Trail corridor, and the Assistant City Administrator, who oversees parks and recreation, had declined to require the applicant either to construct bicycle/pedestrian trail improvements based on the Mill Creek Greenway Master Plan or pay a fee in-lieu. The subject property is in the Public and Semi-Public (P/SP) zoning district. Section references are to the Woodburn Development Ordinance (WDO). ---PAGE BREAK--- Page 3 of 13 Conditions of Approval: General G1. Either prior to or as part of building permit application, the applicant shall submit revised site plans meeting the conditions of approval to the attention of the Planning Division and obtain Division approval or permit sign-off. G2. The applicant or successor shall develop the property in substantial conformance with the final plans submitted and approved with these applications, except as modified by these conditions of approval. Were the applicant to revise plans other than to meet conditions of approval or meet building code, even if Planning Division staff does not notice and signs off on building permit issuance, Division staff retains the right to obtain restoration of improvements as shown on an earlier land use review plan set in service of substantial conformance. G3. References: The descriptions below define certain words, phrases, and assumptions in the context of the conditions of approval:  “ADA” refers to the federal Americans with Disabilities Act of 1990.  “Director” refers to the Community Development Director.  “District” refers to the Woodburn School District.  “Highway” refers to Oregon Highway 214 / Newberg Highway.  refers to high school.  “Public Works” refers to the Public Works Department, especially the Engineering Division.  “PUE” means public utility easement.  “ROW” means right-of-way.  “WDO” refers to Woodburn Development Ordinance. G4. Due date: Unless a condition specifies otherwise, meeting the conditions is due by building permit issuance for the implied phase. G5-PW. Public Works: Follow the appended "Public Works Comments February 18, 2020" (Attachment 102A). G6. Recordation(s): Dedications of ROWs, PUEs, and other easements involve recordation(s) with Marion County. The applicant shall: a. Prior to recordation with the County, follow City Public Works Department review and dedication process as directed by the City Engineer or higher authority, including the use of Public Works document templates; b. Submit a draft copy of the ROW dedications and easements, including text and drawing(s), to the attention of both the Director and City Engineer for their reviews and directions. Easement text shall contain references to “City of Woodburn Conditional Use CU 2019-07”, “Woodburn High School”, street address, and tax lot number. Submit through the Planning Division both Adobe PDF and written copies under a cover or transmittal letter providing project context, including land use / planning / zoning case file numbers, street address, tax lot number, and project name and an explanation of the purpose of the submittal that refers to this condition of approval; c. Record dedications prior to building permit final inspection; d. Upon recordation, submit proof to pass building permit final inspection; and ---PAGE BREAK--- Page 4 of 13 e. Apply to Marion County for recordation(s) no later than six months past the Planning Commission tentative decision date of February 27, 2020, i.e. by August 31, 2020, and complete recordation(s) no later than a year past, i.e. by February 28, 2021. The due date to complete recordation(s) shall not supersede when recordation(s) are due relative to the building permit stage. G7. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. At least three City business days prior to a desired date of planning and zoning inspection of site improvements, the applicant shall request a land use / planning / zoning inspection through the Accela / Oregon ePermitting building permit record(s) for the project. This inspection 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. For help with ePermitting, call the Oregon Building Codes Division help line at (503) 373-7396. Conditional Use 2019-07 C1. ADA: a. On-site: The applicant shall make ADA-compliant the walkway ramp transition at the location Sheets CU-A01 & 3 illustrate and note for Phase 1. b. Highway and road sidewalks: See Street Exception (EXCP) conditions. C2. Bicycle parking: a. Ratio: Required off-street bicycle parking shall number a total of the existing amount of twenty- four (24) stalls plus at least two stalls per additional classroom. (This would equal 24 existing stalls, plus 18 stalls for Phase 1 nine classrooms, and plus for Phase 2 six classrooms 12 stalls yielding 54 stalls total.) b. Distribution: The number shall be divided among at least four areas: the main entrance with sixteen (16) stalls minimum, a southeast entrance with twelve (12) stalls minimum, a west staff entrance with twelve (12) stalls minimum, and an addition/expansion or outbuilding entrance with fourteen (14) stalls minimum. c. Facility: Each stall shall adjoin a facility designed for the securing of one or more bicycles, such as a U-rack or wave rack. d. Stall size: The minimum size of additional or altered stalls shall be two feet wide by six feet long, and minimum vertical clearance shall be eight feet. If a stall is wall-mounted, the minimum stall depth shall be five feet. The minimum maneuvering area to access any stall shall be at least five feet deep. The dimensional standards do not apply to the existing bicycle parking at the south and west. This condition is due by building permit final inspection for each phase because additional bicycle parking is allocated between the two phases. ---PAGE BREAK--- Page 5 of 13 C3. Bond / bonding / performance guarantee: Were the applicant to bond any improvements as allowed by and pursuant to WDO 4.02.08, the amount shall be 200% instead of 120%. C4. Carpool/vanpool (C/V) parking: a. Number: Within a staff-only parking area there shall be at least two C/V stalls located within ninety (90) feet of a building occupied by District staff and limited to carpools and vanpools. b. Striping: Each stall shall be striped “CARPOOL/VANPOOL ONLY” in lettering one foot high minimum. c. Signage: Each stall shall have a wall-mounted or pole-mounted sign for “Carpool/Vanpool Only”. Minimum sign face size shall be one foot wide by one-and-a-half (1½) feet high. The top of a posted sign shall be between five-and-a-half (5½) and six-and-a-half (6½) feet above vehicular grade. d. If there are State of Oregon standards that conflict with b. and the applicant may go by state standards instead and provide a copy of them to staff. This condition is due by building permit final inspection for each phase because the improvements manifest in Phase 1 and are displaced and reproduced in Phase 2. C5. Driveway widths: a. Two-way: Any additional driveway or reconstructed driveway shall have a maximum width of either twenty-four (24) feet or, were the Oregon Fire Code (OFC) to apply such that a fire apparatus access road of minimum 26 feet would be required such as for a multi-story building, then twenty-fix (26) feet. The maximum may increase by up to eight feet were a driveway to include an outbound left-turn lane or pocket. b. One-way: Any additional driveway or reconstructed driveway shall have a maximum width of twelve (12) feet if one-lane and twenty (20) feet if two-lane. C6. Fire access plan: Through the City building permit application and review process, the applicant shall submit for the Woodburn Fire District Fire Marshal a detailed plan sheet illustrating and noting: fire apparatus access and lane routes, lane widths, lane inside and outside turning radii of the minimums per the Oregon Fire Code (OFC), lane height clearance, fire suppression water line, hydrants, a PUE for the fire suppression water line and hydrants, fire department connections (FDCs), and fire riser rooms. C7. Greenway: The applicant shall by Phase 1 dedicate to the City an easement for public pedestrian and cyclist access along the likely alignment of the Mill Creek Greenway Trail based on the image on plan p. 17, "North Tributary: Goose Creek Mill Creek" (Attachment 107), and existing topography. The easement or easements shall extend at least between Hazelnut Drive ROW and highway ROW and between highway ROW along the Goose Creek corridor to the west property line. The easement may be continuous from Hazelnut Drive ROW to the west property line if it has a segment that parallels roughly the highway ---PAGE BREAK--- Page 6 of 13 ROW and extends to or abuts the highway ROW. The minimum greenway trail easement width shall be twenty (20) feet. C8. Lighting: This applies to additional or altered exterior lighting fixtures. a. Full cut-off: They shall be full cut-off or fully shielded models. b. Heights: As measured to the underside of the light fixture: i. Wall: Wall-mounted fixtures shall be no higher than eight feet above walkway finished grade. (This height limit is not applicable to emergency egress lighting and permanent wall signs allowed through WDO 3.10 were they to have interior illumination.) ii. Parking pole: Exterior pole-mounted fixtures within five feet of or in parking, loading, and vehicular circulation areas shall be no higher than fourteen (14) feet above vehicular finished grade. iii. Other pole: Remaining exterior pole-mounted fixtures, excepting sports field lighting, shall be no higher than fifteen-and-a-half (15½) feet above grade. c. Monument signage: Any monument signage illuminated by lighting exterior to it shall be full cut- off or fully shielded, and any monument signage that has electronic changing image shall have it off from 9:00 p.m. to 7:00 a.m. Pacific time. This condition is due by building permit final inspection. C9. Modular buildings / modulars: Consistent with the land use review plan set submitted February 4, 2020, Sheets CU-A00 Overall Existing Site Plan and CU-A01 Overall Master Plan, the number of modular buildings shall decrease by at least ten (10) by Phase 1. The removal of modular buildings is due by building permit final inspection for Phase 1. (The City may later supersede this condition by taking action on a future land use application submittal as to allow one or more modular buildings.) C10. Parking area improvements: a. East front student/visitor: As proposed, per Sheets CU-A01 & 3 and L01 & 2, the applicant shall modify the parking area to stripe a walkway at least six feet wide across the drive aisles and install and plant four landscaped islands with trees. The middle two islands shall each be at least fifty-two (52) square feet within inside of curbing with narrowest dimension of six-and-a-half (6½) feet minimum within inside of curbing. The trees shall conform to Table 3.06B. Additional or altered compact stalls shall be striped with “COMPACT”, or “COMPACT ONLY”. b. West rear staff: As proposed, per Sheets CU-A01 & 3 and L01 & 2, the applicant shall modify the parking area to stripe walkway crossings of the east drive aisle. This condition is due by building permit final inspection for Phase 2. C11. Signage: Based on WDO 3.10 and the needs of the Public Works Department: a. Permanent signage for the school campus shall not encroach within any PUE. ---PAGE BREAK--- Page 7 of 13 b. Electronic changing image: Based on the hours in Ordinance No. 2338, Section 5A Light Trespass, any monument sign electronic changing image shall be off every evening or night during the hours of 9:00 p.m. to 7:00 a.m. Pacific time. c. The applicant shall through the sign permit process of 5.01.10 demonstrate that any new, relocated, or structurally altered permanent signage conforms to WDO 3.10. C12. Discontinuance/Revocation: Because the WDO does not specify if and when a conditional use approval would expire were a use to cease, based on WDO 4.02.04B the approval shall expire if the use of public school ceases and three years pass without the use recommencing. C13. CU Modification: Because the WDO, including 5.03.01, does not specify how changes to an approved conditional use (CU) and related site improvements might trigger another CU or modification of a CU approval, for Director determination the following serve as criteria and – where noted – as factors: a. Significant expansion of the use, factors being an increase in any of: total gross floor area (GFA) by 25.0% or more or by an absolute value of ten thousand (10,000) square feet or more, the number of buildings (excluding modulars) by two or more, the number of modular buildings by one or more, and the number of classrooms by six or more; b. Increase in off-street parking by twelve (12) or more stalls, even if the existing supply were in excess of the minimum required ratio(s); c. Net Increase in impervious surface totaling at least two-and-half (2½) acres; d. Development as defined in WDO 1.02 within twenty (20) feet of a property boundary and not already conditioned through the subject approval; e. Installation of additional or altered sports field lighting taller than twenty (20) feet and within twenty (20) feet of ROW or other property line; f. Any proposal necessitating a request for Exception to Street Right-of-Way and Improvement Requirements (“Street Exception”); g. Any proposal necessitating a request to vary from the WDO; h. Any proposal necessitating a Type III or IV land use application type; i. Any proposal increasing either student capacity or actual student population by ninety (90) or more students; j. Any proposal predicted based on the Institute of Transportation Engineers (ITE) Trip Generation Manual to increase peak hour vehicle trip generation such that per WDO 3.04.05A the City could require a traffic impact analysis (TIA); k. An application for Modification of Conditions pursuant to WDO 4.02.07; l. City adoption of a unified development ordinance replacing the WDO were to have intervened; and m. Proposal by the Woodburn School District for the City to approve a District-led long-range master plan for the Woodburn H.S. campus. Modification of a specific condition of approval remains pursuant to WDO 4.02.07. Were the City to have amended the WDO to establish modification provisions for conditional uses, the Director may decide that the provisions supersede this condition of approval. ---PAGE BREAK--- Page 8 of 13 C14. Architecture: As proposed, the north outbuilding labeled as “classroom building” shall meet or exceed the window area percentage provision of WDO 3.07.06B.2b(1) on the north façade that faces Hazelnut Drive. C15. Driveway: The additional driveway along Hazelnut Drive shall be aligned with a public street that intersects Hazelnut Drive and shall have a maximum width of either twenty-six (26) feet or, if later changed to have an outbound left-turn pocket between an inbound and an outbound lane, thirty (30) feet. Design Review 2019-13 D1. Fences / fencing: To meet WDO 2.06.02C.1 (height maximum), 2.06.02D.2 (coating and slats), vision clearance area (3.03.06), and, the applicant shall through the fence permit process of 5.01.03 demonstrate the proposed fencing conforms. D2. ROWs & PUEs: To meet WDO 3.01, the applicant shall illustrate, note, and dedicate for: a. Hazelnut Drive, additional ROW of three feet and a PUE of five feet width; b. N. Front Street, additional ROW of nineteen (19) feet and a PUE of five feet width; and c. the highway, additional ROW of five feet and a PUE of ten (10) feet width. D3. Screening of parking: To meet WDO 3.06.05B, the applicant shall screen surface parking in the north yard from Hazelnut Drive. The applicant shall revise Sheet CU-L02 to clarify that proposed shrubbery amid the row of trees would be evergreen shrubbery forming a screen hedge or row as a vertical visual screen, growing to a minimum height at maturity of three-and-a-half (3½) feet from the abutting street grade. D4. Screening of roof-mounted equipment: To meet WDO 3.07.06B.4 fully, the applicant shall revise the building elevation Sheets CU-A07 through 9 to clarify that all such equipment will be screened. D5. On-site PUEs other than streetside ones: To meet WDO 3.02.01 & 3.02.02, were the City Engineer to identify later a nonconforming situation in need of correction regarding any on-site utilities and easements in order to protect public health, safety, and welfare, upon City Engineer written direction, the applicant shall record a document or documents that accomplish the directed correction. Street Exception 2019-07 The street exception request is approved for the three frontages as modified by the following conditions: EX1. ROWs & PUEs: Approval of the street exception request shall not exempt the proposal from dedications of required ROWs and PUEs. ---PAGE BREAK--- Page 9 of 13 EX2. Hazelnut Drive: The required improvements shall be per the land use review plan set submitted February 4, 2020, Sheets CU-A01 & 3 and L01. EX3. N. Front Street: The required improvements shall be per the land use review plan set submitted February 4, 2020, Sheets CU-A01 & L01. EX4. Highway: The required improvements shall be per the land use review plan set submitted February 4, 2020, Sheets CU-A01 & L01. EX5. Street trees: a. Specifications: The applicant shall plant in conformance with WDO 3.06.03A and Tables 3.06B & C: b. Public Works Standard Specifications & Drawings: The applicant shall revise the site plans to reproduce standard details as Public Works directs and include Drawing 1 Street Tree Planting New Construction and Detail No. 4150-8 Sidewalks. EX6. ADA: The applicant shall upgrade to provide ADA compliance where it does not exist along sidewalks and pedestrian crossings of streets and do so by any of Phase 1 or 2. EX7. Interpretation: Where there is uncertainty, contradiction, or conflict concerning what street improvements are or are not excepted, the Director shall determine upon guidance by the Public Works Department. EX8. Future applications: Any future land use / planning / zoning application for the subject property that triggers street improvements supersedes this Street Exception 2019-07. Phasing Plan 2019-03 PP1. Phasing: a. Number: The City acknowledges the phasing plan of two Phases 1 & 2. b. Improvements by phase: i. Improvements are due by the phases with which they are associated as noted and delineated per the revised land use review sheets submitted February 4, 2020: CU-A01, 2, & 3 and CU-L02. ii. Clarification: Though frontage/public/street improvements are deferred to Phase 2, the applicant shall record any and all required ROW, PUE, and Mill Creek Greenway Trail easement dedications prior to Phase 1 building permit final inspection. ---PAGE BREAK--- Page 10 of 13 c. Timeframe: The City acknowledges the build-out timeframe per the applicant’s letter of January 22, 2020 7) that was in response to the incompleteness letter of January 9, 2020: Phase 1 is through June 2021, and Phase 2 is through 2027, which through this condition staff interprets to mean through September 3, 2027. The applicant shall revise the site plans to indicate the phasing timeframe that the letter had indicated. Notes to the Applicant: The following are not planning / land use / zoning conditions of approval, but are notes for the applicant to be aware of and follow: 1. Records: Staff recommends that the applicant retain a copy of the approval of the conditional use. 2. Fences, fencing, & free-standing walls: The approval excludes any fences, fencing, & free-standing walls, which are subject to WDO 2.06 and the permit process of 5.01.03. 3. Signage: The approval excludes any signage, which is subject to WDO 3.10 and the permit process of 5.01.10. 4. 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. 5. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. At least three City business days prior to a desired date of planning and zoning inspection of site improvements, the applicant shall request a land use / planning / zoning inspection through the Accela / Oregon ePermitting building permit record(s) for the project. This inspection 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. For help with ePermitting, call the Oregon Building Codes Division help line at (503) 373-7396. 6. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Public Works storm water practices and the Storm Drainage Master Plan. 7. Public Works Review: Staff performs final review of the civil plans during the building permit stage. Public infrastructure must be constructed in accordance with plans approved by the City, as well as ---PAGE BREAK--- Page 11 of 13 current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. 8. ROW: a. Dedication: For a site development project that requires no and involves no re-plat, there is a process separate from land use / planning / zoning review to dedicate ROW and easements. Contact the Public Works Department to obtain paperwork and allow at least two months for Public Works staff to review the paperwork and schedule acceptance of dedications during a regularly scheduled City Council meeting. ROW – and public utility easement (PUE) – dedications are due prior to building permit issuance. b. Work: All work within the public ROWs or easements within City jurisdiction must require plan approval and permit issuance from the Public Works Department. All public improvements construction work must be performed in accordance with the plans stamped “approved” by the City, and comply with the City’s Standard Specifications and Standard drawings. 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. Wastewater Survey: The applicant must complete a City of Woodburn Nonresidential Wastewater Survey and comply with the conditions of the Wastewater Permit. Contact Carol Leimbach, Industrial Waste Coordinator, at (503) 982-5283. 12. Grease Interceptor/Trap: If applicable, a grease trap would need to be installed on the sanitary service, either as a central unit or in the communal kitchen/food preparation area. Contact Marion County Plumbing Department for permit and installation requirements, (503) 588-5147. 13. 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. 14. Street addressing: Were the District to desire or be prompted by a public agency to adjust street addresses, do so through the City. Assigning new addresses involves the City, the Fire District, and ---PAGE BREAK--- Page 12 of 13 the U.S. Postal Service and needs completion prior to intake of building permits. For the Building Division to accept building permit applications for changed addresses, the applicant must have submitted an Address Assignment Request to the Community Development Department for and obtained adjusted street addresses with payment per the Planning Division fee schedule. Expect 1-2 weeks for approval following application. The applicant prepares an exhibit with a site plan indicating the addresses as part of a street address application. 15. SDCs: The developer pays System Development Charges prior to building permit issuance. Staff will determine the water, sewer, storm and parks SDCs after the developer provides a complete Public Works Commercial/Industrial Development information sheet. Expiration: Per Woodburn Development Ordinance (WDO) 4.02.04B., a final decision expires within three years of the date of the final decision unless: 1. A building permit to exercise the right granted by the decision has been issued; 2. The activity approved in the decision has commenced; or 3. A time extension, Section 4.02.05, has been approved. Appeals: Per WDO 4.01.11E., the decision is final unless appealed pursuant to Oregon Revised Statutes (ORS), state administrative rules, and WDO 4.02.01. The appeal to City Council due date is twelve (12) days from the mailing date of this notice per 4.02.01B.1. A valid appeal must meet the requirements of 4.02.01. A copy of the decision is available for inspection at no cost, and the City would provide a copy at reasonable cost at the Community Development Department, City Hall, 270 Montgomery Street, Woodburn, OR 97071. For questions or additional information, contact Vicki Spitznogle, Administrative Assistant, at (503) 982-5246 or [EMAIL REDACTED]. ---PAGE BREAK--- Attachments: • Planning Commission Feb. 27, 2020 Staff Report Attachment 101. Marked Tax Map • lOlA. Partition Plat 2012-031 (5 sheets) • 102A. Public Works Comments October 16, 2019 (2 pages) • 104. Transportation System Plan (TSP) Figure 2 (2019) • 105. TSP Figure 8 "Pedestrian Plan Elements" {2019) • 106. Traffic letter • 107. Mill Creek Greenway Master Plan {2006-07; excerpt of north map) • 108. Site plans excerpted (submitted through Feb. 4, 2020; 12 sheets) Sincerely, Colin Cortes, AICP, CNU-A Senior Planner cc: Chris Kerr, Community Development Director Dago Garcia, P.E., City Engineer Ted Cuno, Building Official Jason Space, GIS Technician Marion County Assessor's Office March 3, 2020 Dr. William Rhoades, Superintendent, Woodburn School Dist. 103 Sarah Bishop, Director of Business, Woodburn School Dist. 103 Page 13 of 13 ---PAGE BREAK--- ^ R <Ò <Ò <Ò R !R ! <Ò <Ò R ! R !R ! 48.06 132.39 3.85 127.64 77.33 530.78 98.37 768.97 N04 13 24E 583.54 PART. PLAT 123.94 70.00 242.62 77.32 2012-031 600 PARCEL 1 56.26 AC. 68.75 68.75 NOTE - REMAINDER OF THIS 68.00 PARCEL ON MAP 5 1W 08BC 55.00 N15 09 38E 1255.27 55.00 70.00 70.00 171.33 435.37 10-0985 68.00 508.73 713-086 (EXH. B) 56.78 243.51 (308.30) 700 799 8.04 AC 178.85 1.22 AC 39.35 179.32 400.94 S68 50 15W 890.52 166.57 (312.81) N48 45W N48 45W 857.84 900 11.39 AC S48 45E 451.88 N41 15E 268.62 748.59 3031-0251 190.69 382.87 480.82 883-0098 124.15 60' 40' MR CRESCENT HAZELN 50 50 50 FAIRWOOD CRESCENT 50 PT STATE HWY 21 4 POS PC 1156+50 90 1158+77.86 90 ST. LUKE PARISH CEMETERY 55 90 62.5 62.5 65 FRONT ST 60 TUKWILA R=50 60 60 TUKWILA DRIVE 50 IRO N WO OD TER R R=50 IRONWOOD 50 TERRACE 50 50 50 HE RON DR DR INGLEWOOD LANE 50 50 H AZ ELNUT DRIVE CO LE W O OD D R R=50 BROADMORE PL GRAYSTON E MUIRFIELD LANE MUIRFIELD LANE 50 50 HAZELNUT DR 33 FAIRWOOD MR 69 50 60 50 TUKWILA DRIVE HAZELNUT DR 50 60 100 33 TUKWILA DRIVE 25 50 ROAD 25 R=55' HAZELNUT DRIVE 30 TRACY MERIDIAN CT 50 60 FERRY ROAD 30 50 LN 50 DRIVE FARM R=45' GOOSE HOLLOW MILLER R = 55 COURT 60 MERIDIAN 60 R=45' MILLER CT. 40' ROAD M R A F 40' DRIVE MERIDIAN 60 RAY J. GLATT CIRCLE DRIVE 60 C.R.511 40 30 INDEPENDENCE 50 COURT R=45 COLONY ST 50 60 60 60 CT 50 ST LEX IN GT ON R=50 33 W N 30 60 67 BOONE'S 67 ROAD 37 30 30 30 RACT A 50' M I LLE R 40' GOOSE CREEK ROAD Y 90 NO.214 60 60 FIR 55 25 25 TREET STATE HWY NO.214 CIRCLE MERIDIAN RAY J. GLATT 60 STATE HWY NO.214 90 5TH ST 60 HILLSBORO - SILVERTON 90 60 60 STREET STREET 60 STREET 2ND STREET R=50 50 50 QUAIL RUN 50 CIRCLE R=50 50 EDGEWATER DRIVE 50 R=50 50 60 60 60 EASEMENT 15' WALKWAY FRONT STREE UNION PACIFIC R HIGHWAY RELOCATED STATE H UNDERPASS 25 COMMERCE WAY UNION PACIFIC RAILROAD LAND CLM SW COR J CASEY LAND CLM 1/4 COR 5 6 8 7 SE COR A.J. VAUGHN DLC 52 NE COR B.F. HALL DLC 51 CTR SEC 1/4 COR SE COR B.F. HALL DLC 51 NE COR G.LEASURE DLC 53 RE-E W 103 03 03 0 103 03 03 0 103 03 03 0 103 03 03 0 103 03 03 0 103 03 93 0 103 03 93 5 103 03 93 0 03 03 0 103 03 03 0 103 03 03 0 103 03 03 5 10 SEE MAP 051W06C SEE MAP 051W06DC SEE MAP 051W07BA SEE MAP 051W07BD SEE MAP 051W07CA SEE MAP 051W07DB SEE MAP 051W07DA SEE MAP 051W08CB SEE MAP 051W05C SEE MAP 051W08B SEE MAP 051W06CD SEE MAP 051W06DD SEE MAP 051W08BC 07AA 07AB 07AC 08BB MARION COUNTY, OREGON NE1/4 SEC7 T5S R1W W.M. WOODBURN WOODBURN 05 1W 07A 05 1W 07A SCALE 1" = 200' FOR ADDITIONAL MAPS VISIT OUR WEBSITE AT www.co.marion.or.us DISCLAIMER: THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY 05 1W 07A 05 1W 07A WOODBURN WOODBURN 05 1W 07A 05 1W 07A 05 1W 07A 05 1W 07A 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 000 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: 1/23/2018 CANCELLED NUMBERS 300 400 [PHONE REDACTED] 1100 1200 3201 R ! DLC Corner <Ò 1/4 Section Cor. Ð 1/16TH Section Cor. Attachment 101 ---PAGE BREAK--- PREPARED FOR WOODBURN SCHOOL DISTRICT 965 N BOONES FERRY ROAD WOODBURN, OR 97071 PARTITION PLAT NO. 2012- '3 1 A REPLAT OF LOTS 2, 3, 4, AND 5, BLOCK 2, OF THE PLAT "GLATI SUBDIVISION", AND OTHER LANDS, LOCATED IN THE NORTHEAST AND SOUTHEAST ONE-QUARTERS OF SECTION 7, AND THE NORTHWEST ONE-QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF WOODBURN, MARION COUNTY, OREGON AUGUST 16, 2012 -GLAn SUBDMSION- PARCEL 1 AREA: 56.26 ACRES± SHEET INDEX SHEET 1 - OVERALL MAP, NARRATIVE, SHEET INDEX SHEET 2 - BOUNDARY MAP, LEGEND, CUlM TABLE, SPIRAl.. TABLE SHEET 3 - BOUNDARY MAP, LEGEND, CUlM TABLE, SPIRAl.. TABLE SHEET 4 - BOUNDARY MAP, LEGEND, CUlM TABLE SHEET 5 - CIlY OF WOODBURN APPROVAlS, MARION COUNTY APPROVAlS, DECLARATION, ACKNOWLEDGOAENT, SURVEYOR's CERTIFICATE, NARRATIVE LOT 6 BLOCK 2 REEL 3348 PAGE 83 0-5-IL REGISTERED PROFESSIONAL LAND SURVEYOR SHEET 1 OF 5 SCALE 1" = 200 FEET NARRATIVE THE PURPOSE OF THIS PARTITION W~ TO PLAT THE TRACT OF lAND PER REEL 26 PAGE 806 (10/02/1975), REEL 26 PAGE 808 (10/02/1975), REEL 26 PAGE 809 (10/02/1975), REEL 26 PAGE 811 (10/02/1975), REEL 298 PAGE 1463 (12/27/1982), REEL 1130 PAGE 530 (12/28/1993), REEL 1258 PAGE 258 (12/29/1995), MARION COUNTY DEED RECORDS INTO ONE PARCEL THE BASIS OF BEARING IS THE NORTHWEST RIGHT-OF-WAY UNE OF HIGHWAY 214 PER SURVEY NUMBER 36702, MARION COUNTY SURVEY RECORDS. THE RIGHT-OF-WAY Of HIGHWAY 214 W~ ESTABUSHED BY HOlDING FOUND MONUMENTS, RECORD BEARINGS, DISTANCES, SPIRAl.. INfORMATION, AND CUlM INFORMATION PER SAID SURVEY NUMBER 36702. SURVEY NUMBER 36702 USES PROPER PROCEDURE BY HO~NG fOUND MONUMENTS AND RIGHT-OF-WAY GEOMETRY PER OOOT MAP 9B-8-14. THE ~ UNES OF THE PLAlS ~ORTHWOOO PLAZA ADDmON NO.1- AND -GOOSE HOLLOW AT TUKWILA P~ 3- W~ ESTABUSHED BY HOLDING fOUND MONUMENTS PER SAID PLAlS, AND SURVEY NUMBER 24758. IT APPEARS THE LEGAl.. DESCRIPTIONS OF REEL 26 PAGE 806 (10/02/1975) AND REEL 26 PAGE 811 (10/02/1975) ARE BASED UPON SURVEY NUMBER 24758, SAID PLAlS HELD FOUND MONUMENTS PER SAID SURVEY NUMBER 24758 FOR BOUNDARY MONUMENTS. THE SOUTH UNE OF THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE 2- W~ ESTABUSHED HOLDING FOUND MONUMENTS PER SAID PLAT AND THE PLAlS iUKWlLA- AND -GLAn SUBDMSOtt. SAID PLAT HELD fOUND MONUMENTS PER SAID SURVEY NUMBER 24758 FOR BOUNDARY MONUMENTS. THE ~ UNE OF THE PLATS -GOOSE HOLLOW AT TUKWILA PHASE 1- AND -GOOSE HOlLOW AT TUKWILA PHASE 2- AND WERE ESTABUSHED BY HO~NG FOUND MONUMENlS PER SAID PLATS AND THE PLAT -GLAn SUBOMSION-. SAID PLATS -GOOSE HOlLOW AT TUKWILA P~ 1- AND -GOOSE HOLLOW AT TUKWILA PHASE 2- HELD FOUND MONUMENTS PER -GLAn FOR BOUNDARY MONUMENlS. THE CENTERUNE AND RIGHT-OF-WAY OF HAZElNUT DRIVE W~ ESTABUSHED BY HOLDING fOUND MONUMENTS AND CUlM INFORMATION PER THE PLATS -GLAn SUBDMSION- AND -GOOSE HOLLOW AT TUKWILA PHASE THE WEST AND SOUTH UNES OF LOT 6 BLOCK 2 OF THE PLAT -GLAn SUBDr¥3~~tt W~ ESTABUSHED BY HOLDING FOUND MONUMENTS AND OFFSETS PER SAID PLAT. ~ THE SOUTHWEST UNE OF REEL 3348 PAGE 83 W~ ESTABUSHED BY HOLDING FOUND MONUMENlS PER SURVEY NUMBER 34166. THIS RESOLUTION AGREES WITH SAID SURVEY NUMBER 24758. THE CENTERUNE OF FRONT STREET W~ ESTABUSHED BY HOLDING fOUND MONUMENlS PER SURVEY NUMBER 31573 AND SURVEY NUMBER 2357. THE NORTHWEST RIGHT-OF-WAY OF FRONT STREET W~ ESTABUSHED BY HOLDING A 30.00 FOOT OFfSET FROM CENTERUNE ~ CONVEYED TO MARION COUNTY PER REEL 713 PAGE 686. THE fRONT STREET CONNECTION TO HIGHWAY 214 W~ ESTABUSHED BY HOLDING A fOUND MONUMENT PER SURVEY NUMBER 36302 AND RECORD INFORMATION PER SURVEY NUMBER 36702. JOB NAME: HIGH JOB NUMBER: 3246 DRAWN BY: JOH ENGINEERING • PlANNING • LANDSCAPE ARCHITECTURE FORESTRY • SURVEYING UCENSED IN OR WA 13910 SW GALBREATiH DRIVE, SUITE 100 SHERWOOD, OR 97140 CHECKED BY: NSW PHONE: (503) 925-8799 1.0 FAX: (503) 925-8969 DRAWING NO.: 3246PART OFFICES LOCATED IN SALEM, OR VANCOUVER, WA Attachment 101A Sheet 1 of 5 ---PAGE BREAK--- ~v 31 PARTITION PLAT NO. 2012- 3J SHEET 2 OF 5 5/8- IR w/ypc INSCRIBED "BARKER PLS 636-; PER THE PLAT 1UKWlLA- LOT 32 -GOOSE HOLLOW AT TUKWILA PHASE 2- A REPLAT OF LOTS 2, 3, 4, AND 5, BLOCK 2, OF THE PLAT "GLATT SUBDMSION", AND OTHER LANDS, LOCATED IN THE NORTHEAST AND SOUTHEAST ONE-QUARTERS OF SECTION 7, AND THE NORTHWEST ONE-QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN. CllY OF WOODBURN. MARION COUNlY, OREGON LOT 33 I LOT 34 (142.61')4 14252' (100.00')4 . 100.10' S85°47'55"£ 24262' (S87"21'39-£ 242.61')4 i 10 (S87"21'46-£ 242.68')6' , 1---70.12' SEE SHEET 4 AUGUST 16, 2012 (70.00')4 = = = = = -1 (58121'39"[ 1611.1S')1O - - - - - - - (S8I21'46"[ 16110 INITIAl POINT f - - - - - - - = = = = = = = = = -585'~'S5-£ 161,:0:,_6 S~ 43.63' I ~ ~ Sf S"Oj"21E#.9t< V l!i= SCALE 1" = 100 FEET 1-----'1-CYCLONE FENCE FAlLS ON UNE ~ S84'3O'22t 6.72' ~ ~ lo'l 8~ 5 ~ ~s 1= PREPARED FOR - " / ' /00 ~ :IL~ ~ WOODBURN SCHOOL DISTRICT 965 N BOONES FERRY ROAD WOODBURN, OR 97071 u~ t~ ~ ~ 'I I~ N85'35'42-W 27.32' L.aJ • - ~ I ~ 5 N flI::t~ 8. - cd 8 1° o cd <0 0) ~ ~ ~c:o _ _ - 00 10 , .l.v.l.v j..J - _ ·585~47'23"[ ~ L L 1 7, ' /8 ~ 8t 10.30 - - - - - - - - , S8/05'3Ot I ~ S T T J J29.61 S03"26'22-W 13.09' : tli.r<., 8 52.17' / 8 g oci - - -203.97' J I L.aJ L.aJ S Iri Iri C'V - - - - - ~ Irj I.rj t:>J' ~ -S86'33'38"[ 24358' - - - - 585'09' :R KJ PARCEL 1 . t:s ~ ~ ~ AREA: 56.26 ACRES± S05'04'SO-W 51.SO' =-iJ;--3OS.05'- -'!llrj ~ 19 TIJ WOOD FENCE/WAIl. FAlLS ON UNE l8 ~ t:o j..J j..J 89, ,tR tf? cO? .t5.. flJ c PI - ~ ~ ~ 1---55.12' IP, BENT, TIED SPINHOLE; PER t.4CSR 28521; BEARS S74'SO'22t 0.21' t:s ~ 14.71' 184 88' _ceo ~ . ~ ~ ~ (184.70')13 S 5/8- IR w/ypc INSCRIBED -BARKER EASEt.4ENT FOR SLOPES AND DRAINAGE PER VOLUt.4E 713 PAGE 686 1145+SO.oo, 4S.00'L TRAcT 8 PLS 636-; PER MCSR 33975 REEL 1315 PAGE 104 128.93' (128.98')2 25.36' Y ASPHALT PARKING AREA (2S.00')3 FAlLS 115' E'LY ~ \?6i5~ ~ 'O'V"':~CO~1 ,J 5/8- IR _W/YPC INSCRIBED "BARKER f:>~1CO~~ PLS 6~6 ; PER MCSR 33975 Sro~'Jr:l , BEARS N74'SO'22-W 0.26' ~ S~ ~r:l 1143+SO.00, 8O.00'L / 11 2 00 1143+SO.00, 65.oo'L 81.9S' 4 +00. 8000'L / ~ - ~ 1/2- IP; AS FOUND PER . / ~ _ ~ ~ t.4CSR 26958, ORIGIN 1141+00.O?, / / 9~ ~ UNKNOWN; BEARS 45.00 L , ~ ~ ~ ~ • Q 38.14' N74'SO'22-W 0.47' c..d'Jr:l ~ - , I S\JO - ~ J" (138.29')12 ~ EASEt.4ENT FOR SLOPES AND DRAINAGE PER VOlUt.4E 713 PAGE 686 1149+SO.OO, 8O.oo'L ~ , ~ 147+94.82, 45.00'L 1148+00.00, 45.oo'L , "r>l\51) 10-5-\"2- REGISTERED PROFESSIONAL LAND SURVEYOR SPIRAL Sl 53 V 138.06 ~1 . ~ CURVE TABLE ~ ~ ~ K - ~ - ; ~ 1/2- IP; PER t.4CSR 24758; ~ STA 1136+88.16, 45.OO'L BRASS SCREW WITH 3/4- BRASS WASHER INSCRIBED -PLS 636-; PER t.4CSR 36302; STA 1140+00.16, 45.00'R CURVE C4 C8 RADIUS 1190.92' 1145.92' (114S.92') 1 DELTA 08'15'00- (08'15'OOj1 LENGTH 171.48' 165.00' (165.00')1 NO CAP L=171.48' C4 - l=l65.00· LENGTH ANGLE CHORD 500.00' 12'30'00- N73"OO'09t 498.94' (500.00')1,8 (12'3O'OOj1,8 (N73"00'15-E 498.87')8 509.82' 12'30'00- N73"02'34t 508.73' (N73"02'39-E 508.67')8 (N71'25'4Ot 508.73')9 • o o IP IR W/ypc PP NO. t.4CSR BOTP ( )1 ( )2 LEGEND SET 5/8- X 30- IRON ROD w/ypc INSCRIBED -AKS ENGR: ON: 08/16/12 SET 1-1/8- BRASS BERNTSEN DISK INSCRIBED -AKS ENGR: ON: 08/16/12 FOUND 5/8- IRON ROD; PER THE PLAT -NORTHWOOD PLAZA ADDmON NO. HELD FOUND 5/8- IRON ROD W/ypc INSCRIBED -t.4ULTI/TECH INC. PER THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE HELD FOUND 5/8- IRON ROD w/ypc INSCRIBED -UULTI/TECH INC:; PER THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE HELD FOUND 5/8- IRON ROD W/ypc INSCRIBED -t.4ULTI/TECH INC:; PER THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE HELD FOUND 5/8- IRON ROD W/ypc INSCRIBED "DLT ASSOC. LS. 1362-; PER THE PLAT -GLATT SUBDMSION- UNLESS NOTED OTHERWISE; HELD FOUND 5/8- IRON ROD W/ypc INSCRIBED -Wc!cH PACIFIC-; PER t.4CSR 36702; HELD DENOTES FOUND t.4ONUt.4ENT AS NOTED; HELD UNLESS NOTED OTHERWISE IRON PIPE IRON ROD WITH A YELLOW PLASTIC CAP PARTITION PLAT NUt.4BER PER l4ARION COUNTY SURVEY RECORDS SURVEY NUt.4BER PER l4AR1ON COUNTY SURVEY RECORDS BOOK OF TOWN PLATS RECORD INFORMATION PER t.4CSR 36702 RECORD INFORMATION PER THE PLAT ~ORTHWOOD PLAZA ADDITION NO. VOlUUE 35, PAGE 12 BOTP RECORD INFORMATION PER THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE VOLUt.4E 45, PAGE 141 BOTP RECORD INFORMATION PER THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE VOLUt.4E 45, PAGE 73 BOTP RECORD INFORMATION PER THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE VOLUt.4E 45, PAGE 33 BOTP RECORD INFORMATION PER THE PLAT -GLATT SUBDIVISION-, VOLUt.4E 38, PAGE 30 BOTP ( )7 ( )8 ( )9 ( )10 ( )11 ( )12 ( )13 ( )14 RECORD INFORMATION PER PP NO. 97-43 RECORD INFORMATION PER t.4CSR 36302 RECORD INFORMATION PER t.4CSR 24758 RECORD INFORMATION PER THE PLAT 1UKWlLA-, VOlUt.4E 40, PAGE 95 BOTP RECORD INFORMATION PER t.4CSR 34166 RECORD INFORMATION PER t.4CSR 26958 RECORD INFORMATION PER t.4CSR 28521 RECORD INFORMATION PER MCSR 31573 ENGINEERING • PLANNING • LANDSCAPE ARCHITECTURE FORESTRY • SURVEYING UCENSED IN OR WA 13910 SW GALBREATH DRIVE, SUITE 100 SHERWOOD, OR 97140 PHONE: (503) 925-8799 FAX: (503) 925-8969 OFFICES LOCATED IN SALEM, OR VANCOUVER, WA ---PAGE BREAK--- CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C2 1296.05' 33"59'40" 768.97' S68"47'23"[ 757.74' (1296.05')6 C3 331.48' 58'29'48" 338.43' S8S29'45"W 323.92' (331.48')8 C4 1190.92' 08'15'00" 171.48' S85·27' 45"W 171.33' (S85·27'58"W 171.28')8 (S8SSO'55"W 171.34')9 C6 1266.05' 33"59'40" 751.17' S68"47'23·E 740.20' (1266.05')6,7 (34·00'00")6,7 (751.29')6,7 (S70"23'00"[ 740.31')6 (S70"21'33"E 740.31')7 C7 286.48' 61"32'59· 307.75' S85·01'20"W 293.16' (286.48')1 (61·27'01 (307.25')1 C8 1145.92' 08'15'00" 165.00' N85·27' 45·E 164.86' {1145.92')1 (08'15'00")1 {165.00')1 (S85·27'58"W 164.80')8 C12 1296.05' 28"46'46" 651.00' S66"10'56"[ 644.18' C13 1296.05' 05·12'54" 117.97' S8S10' 46"[ 117.93' ( 1296.05')6,14 (SB4· 46'28"[ 117.99')6,14 C16 331.48' 39"42'26" 229.72' N8706'35"W 225.15' C17 331.48' 18"47'21" 108.70' S6S38'32"W 108.22' {108.21'}9 C18 400.00' 38"14'57· 267.03' N66"39'45"W 262.10' (400.00')11,14 (N68"16'06"W 262.20')11 (38"18'01")14 (267.39')14 (N68"14'03"W 262.44')14 SPIRAL TABLE SPIRAL LENGTH ANGLE CHORD S2 500.00' lT3O'OO· SBT04'39·E 498.94' (500.00')1,8 (IT3O'OO")I,S S4 436.23' lT13'14" N8T 48' 46"W 435.37' (N8T 48' 48"W 435.32')8 (N84·25' 4O"W 435.30')9 LEGEND **SEE SHEET '8 ~ L.L.J L.L.J LLJ SHEET 3 OF 5 PREPARED FOR PARTITION PLAT NO. 2012-.3) WOODBURN SCHOOl DISTRICT 965 N BOONES FERRY ROAD WOODBURN, OR 97071 "IRONWOOD AT TUKWILA NO.2" 8 0) - - / 9 ~ ~ 0 b; A REPLAT OF LOTS 2, 3, 4, AND 5, BLOCK 2, OF THE PLAT "GLATI SUBDIVISION", AND OTHER LANDS, LOCATED IN THE NORTHEAST AND SOUTHEAST ONE-QUARTERS OF SECTION 7, AND THE NORTHWEST ONE-QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF WOODBURN, MARION COUNTY, OREGON I- - - -J I -J I LOT98 IN MON BOX; PER 9 9 9 (SB/23'OI"£ 616.45')11 MCSR (SB/21:33'"£ 616.42')10 - - - S04·12'46"W 30 00' (SB/2301·£ 616.30')6 L_ 616.51' ' ~ L.L.J L.L.J L.L.J -----585'47'14"£ 37979' S04·'2'46"W 30.00'- (SB/23'OI·£ 379.76')6 - - - - - 236.72' / DOWN 1 00' DAMAGED CAP' ' PER MCSR (236.54')6,14 . , , 31573 BEARS N36"59'23"W 0.52' ~ • PER MCSR ~ ~ 31573 ffiN' l&.J_ 5* ~ ~ " co 0) ~ - LOT 6 BLOCK 2 (SB/21:39"£ 1611.15')10 ~ ~ _ _ _ (SB721,46"£ 1611.06')6 - -S8S47 55"£-1,611.09'-= I 6.00' (SB/23'35"£ 269.46')11 - N3T08'OI"W 66.75' ~ \ '-16.00' PUBLIC \1 , unUlY EASEMENT 8.00'~tt- ~ (6.00')6 (269.24')6 269.46' 585'47'55"£ 275.46' (SB/21'46"£ 275.24')614 (58/21'J9·£ 275.50'>'10 PARCEL 1 ~ \ \ 3/4· IP; PER MCSR 1788; BEARS ~ \ AREA: 56.26 ACRES± NI6"57'48"W 0.67' ~ l-S.OO' 41.19' EASEMENT FOR SLOPES AND DRAINAGE PER VOLUME 713 PAGE 686 AUGUST 16, 2012 P.I. o 31+66.9 5/S" IR INSCRIBED "DLT ASSOC. LS. 1362· IN MONUMENT BOX; PER MCSR 31573 S3T42'16"[ 19.75'--It'~//' ~ ilr::5",. ~ 566.63' ~ -$85"09'44"£ - -305.05' - SET N78"13'45"W 10.00', TRUE CORNER FALLS UNDER WATER 10-5-12.. NO CAP L=171 .48' C4 ~ L:::436.2J' REGISTERED PROFESSIONAL LAND SURVEYOR 54 - l=165.00' JOB NAME: JOB NUMBER: DRAWN BY: CHECKED BY: DRAWING NO.: HIGH .3246 JOH NSW .3246PART SCALE 1" = 100 FEET ENGINEERING • PLANNING • LANDSCAPE ARCHITECTURE FORESTRY • SURVEYING LICENSED IN OR de WA 13910 SW GALBREATH DRIVE, SUITE 100 SHERWOOD, OR 97140 PHONE: (503) 925-8799 iiiiiiiiio FAX: (503) 925-8969 OFFICES LOCATED IN SALEM, OR de VANCOUVER, WA ---PAGE BREAK--- ·GOOSE HOLLOW AT TUKWILA PHASE 1· LOT 3 aD/~- 3J SHEET 4 OF 5 PARTITION PLAT NO. 2012-31 LOT 11 I R I WI 10 I D AT lUK'MIA" ~ A REPLAT OF LOTS 2, 3, 4, AND 5, BLOCK 2, OF THE PLAT ftGLAIT SUBDIVISION-, 1-1/2" X L=~·04'Ll_ WI B ,ot!f AND OTHER LANDS, LOCATED IN THE NORTHEAST AND SOUTHEAST ONE-QUARTERS OF 5/B" IR WITH 2" ALUMINU eN' ALUMINU~~ cY SECTION 7, AND THE NORTHWEST ONE-QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, - - - ~ ~ LOT 4 . ' ~ Jo~ ~~UND IROt-! ROD IN~RlBED AREA: 56.26 ACRES± / MULTI,'LCH INC. ; PER THE PLAT GOOSE HOLLOW AT TUKWILA PHASE HELD C19 L=6.11' ffi C 13 9; t1 Q. ~ L=117.97' I It)o ~ ~ (-B.oo' e ~ ~ B.oo'~ h- ~ ~ ~e w n: FOUND 5/B" IRON ROD W/ypc INSCRIBED "DLT ASSOC. LS. 1362"; PER THE PlAT "GlATT SUBDMSION- UNLESS NOTED OTHERWISE; HELD FOUND 5/S" IRON ROD INSCRIBED "1&H PACIFIC"; PER MCSR 36702; HELD 5 ~ a~ LOT 33 _5 ~ I ; ~ DENOTES FOUND MONUMENT NOTED; HELD UNLESS NOTED OTHERWISE ( 70.12' 8. ~ K I I ;kg m - --t:3-~loo~·12oo:...')4..}t (70.00')4 0 ~ 100.10' _ _ - I 1 0 = = _ _ _ _ (SB7"21'39"[ 1611.15')10 Z I w w w IP IR PP NO. IRON PIPE IRON ROD WITH A YEtlOW PlASTIC eN' PARTITION PLAT NUMBER PER MARION COUNTY SURVEY RECORDS INmAL POINT - - - - - - _ = -585 47 55t: 1611.09'_ _ _ I I UTlUlY EASEMENT CSR = = = = = = = = (SB~21:46"[ 1611.06')6 -1,1 r--16.oo' PUBUC SEE SHEET 2 - -j/r CURVE TABLE BOTP ( )1 ( )2 SURVEY NU BER PER MARION COUNTY SURVEY RECORDS BOOK Of TOWN PLATS CURVE RADIUS DELTA LENGTH Cl 520.00' 58'29'00- 53O.7S' (520.00')6 C2 1296.05' 33"59'40" 768.97' ( 1296.05')6 550.00' 61'03'00- 586.04' C5 (550.00')7,10 (61'01'36j7,10 (585.81 ')7,10 C6 1266.05' 33'59'40" 751.17' (1266.05')6,7 (34"oo'ooj6,7 (751.29')6,7 C9 520.00' 02'34'00" 23.29' Cl0 520.00' 03'31'29" 31.99' (520.oo'}5 (03'31'23j5 (31.97')5 Cl1 520.00' 54'57'31" 49S.79' C12 1296.05' 28'46'46" 651.00' C13 1296.05' 05"12'54- 117.97' (1296.05')6,14 C14 550.00' 06'05'32" 58.48' (550.00')5 (06'05'26j5 (58.47')5 C15 550.00' 54'57'2S" 527.56' C19 1296.05' 00'16'12" 6.11' CHORD SB ro2'03"E 508.03' (SB2'38~3Ol 508.30')6 S68'47'23"E 757.74' N82'19'03"1 558.71' (NB3'52'22"1 558.51')7,10 S68'47'23l 740.20' (S70'23'ool 74O.31'}6 (S70'21'33"E 740.31 S68'26'27"1 23.29' S71"29'll"1 31.9S' (S69'57'55"1 31.97')5 N79'16'19"1 479.S9' S66'10'56-E 644.1S' S83'10'46"E 117.93' (S84'46'2Sl 117.99')6,14 S70'12'13"1 58.45' (S68'4O'47"1 58.44')5 N79'16'17"1 507.56' S80'26'13"E 6.11' II --NB5"52'10iV - - SEE SHEET - SCALE 1" = 100 FEET PREPARED FOR WOODBURN SCHOOL DISTRICT 965 N BOONES FERRY ROAD WOODBURN, OR 97071 REGISTERED PROFESSIONAL LAND SURVEYOR JOB NAt.AE: HIGH JOB NUt.ABER: 3246 DRAWN BY: JOH CHECKED BY: NSW DRAWING NO.: 3246PART RECORD INFORMATION PER t.ICSR 36702 RECORD INFORMATION PER THE PLAT "NORTHWOOD PlAZA ADDITION NO.1", VOLUME 35, PAGE 12 BOTP RECORD INFORMATION PER THE PLAT "GOOSE HOLLOW AT TUKWILA PHASE VOLU E 45, PAGE 141 BOTP RECORD INFORMATION PER THE PLAT "GOOSE HOLLOW AT TUKWILA PHASE VOLU E 45, PAGE 73 BOTP RECORD INFORMATION PER THE PLAT "GOOSE HOLLOW AT TUKWILA PHASE VOLU E 45, PAGE 33 BOTP RECORD INFORMATION PER THE PLAT ( )7 ( )B ( )9 ( )10 ( )11 ( )12 ( )13 ( )14 "GLATT SUBDMSION", VOLUME 38, PAGE 30 BOTP RECORD INFORMATION PER PP NO. 97-43 RECORD INFORMATION PER CSR 36302 RECORD INFORMATION PER t.ICSR 24758 RECORD INFORMATION PER THE PLAT "TUKWILA", VOLU E 40, PAGE 95 BOTP RECORD INFORMATION PER WCSR 34166 RECORD INFORMATION PER CSR 26958 RECORD INFORMATION PER CSR 28521 RECORD INFORMATION PER CSR 31573 ENGINEERING ' PLANNING • LANDSCAPE ARCHITECTURE FORESTRY ' SURVEYING LICENSED IN OR WA 13910 SW GALBREATH DRIVE, SUITE 100 SHERWOOD, OR 97140 PHONE: (503) 925-8799 FAX: (503) 925-8969 OFFICES LOCATED IN SALEM, OR VANCOLNER, WA ---PAGE BREAK--- PREPARED FOR WOODBURN SCHOOl DISTRICT 965 N BOONES FERRY ROAD WOODBURN, OR 97071 CllY OF WOODBURN APPROVALS , CITY Of WOODBURN , DIRECTOR Of ECONOMIC AND DEVELOPMENT SERVICES PLANNING .CASE NO: PLA 2012-02 ) / ~ CITY Of WOODBURN, ENGINEER MARION COUNlY APPROVALS l'4a,.,Ic E. b, DATE DATE t.i410N COUNlY ASSESSOR It>-//3 DATE TAXES HAVE BEEN PAID TO THIS DATE \rio Pr 0 '5lAci G-ttl\~ DATE Wl1~ Afnt: O/2J{'L STATE Of OREGON COUNlY Of MARION I DO HEREBY CERTIFY THAT THIS PARTITlON PLAT ~o.0I6/~ - 31 ~ ~EIVED FOR RECORD ON THIS rt:J.- DAY Of C: ku...r , 2012, AT I Z : 17 O'CLOCtt? M AND RECORDED IN THE BOOK Of PARTITlON PLATS. IT IS RECORDED IN MARION COUNlY DEED RECORDS IN REEL ..3lf3f.e>AT PAGE I. ~ COUNTY CIfRK DEPUTY COUNlY CLERK c90!d,-31 SHEET 5 OF 5 PARTITION PLAT NO. 2012- A REPLAT OF LOTS 2, 3, 4, AND 5, BLOCK 2, OF THE PLAT "GLATT SUBDIVISION", AND OTHER LANDS, LOCATED IN THE NORTHEAST AND SOUTHEAST ONE-QUARTERS OF SECTION 7, AND THE NORTHWEST ONE-QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CllY OF WOODBURN, MARION COUNlY, OREGON AUGUST 16, 2012 DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT WOODBURN SCHOOL DISTRICT 103 AND WOODBURN SCHOOL DISTRICT 103C, MARION COUNlY OREGON, BEING THE OWNERS Of THE LAND DESCRIBED IN THE SURVEYOR'S CERTIFICATE SHOWN HEREON AND DESIRING TO DISPOSE Of THE SAME INTO A PARCEl HAS CAUSED THE SAME TO BE SURVEYED AND PARTITlONED AS SHOWN ON THE ATTACHED MAP ALL IN ACCO RR DAN DANCJ WITH ORS J~ WE HEREBY. GRANT THE EASEMENTS AS SHOWN. N 3 avt DAVID BAUTISTA - SUPERINTENDENT/CHIEf ADMINISTRAlNE OFFICER AS DISTRICT SCHOOL CLERK, WOODBURN SCHOOl DISTRICT 103 AND WOODBURN SCHOOl DISTRICT 103C, MARION COUNlY OREGON ACKNOWLEDGMENT STATE Of OREGON COUNlY Of Me>. r; 0 01'\ ~SS THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON /0 - g: J 0 11, 2012 BYU:t vi.t ~ B t s Ie.. Of WOODBURN SCHOOL DISTRICT 103 AND WOODBURN SCHOOL DISTRICT 103C, MARION COUNlY, OREGON. NOTARY PUBUC-OREGON COMMISSION NO. Lf ~ 1 7 5" MY COMMISSION EXPIRES _ SURVEYOR'S CERTIFICATE I, NICK WHITE, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LAND REPRESENTED ON THE MAP SHOWN, A REPLAT Of LOTS 2, 3, 4, AND 5, BLOCK 2, Of THE PLAT -GLATT SUBDMSION-, AND OTHER LANDS, LOCATED IN THE NORTHEAST AND SOUTHEAST ONE-QUARTERS Of SECTION 7, AND THE NORTHWEST ONE-QUARTER Of SECTION 8, TOWNSHIP 5 SOUTH, RANGE 1 WEST, WlLLAt.4ETTE MERIDIAN, CITY Of WOODBURN, MARION COUNlY, OREGON BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INITIAL POINT, BEING A 5/8 INCH IRON ROD WITH A YElLOW PLASTIC CAP INSCRIBED -oLT ASSOC. LS. 1362- AT THE SOUTHEAST CORNER Of LOT 33 Of THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE THENCE ALONG THE EAST UNES Of SAID PLAT AND -GOOSE HOLLOW AT TUKWILA PHASE 1- NORTH 04'13'24- EAST 583.54 FEET TO A POINT ON THE SOUTH RIGHT-Of-WAY UNE Of HAZELNUT DRIVE (30.00 FEET FROM CENTERUNE); THENCE ALONG SAID RIGHT-Of-WAY UNE ALONG A NON-TANGENT CURVE TO THE RIGHT (RADIAL: SOUTH 20'16'33- EAST) WITH A RADIUS Of 520.00 FEET, A DELTA Of 58'29'00-, A LENGTH 530.78 FEET, AND A CHORD Of SOUTH 81'02'03- EAST 508.03 FEET TO A POINT; THENCE CONTINUING ALONG SAID RIGHT-Of-WAY UNE ALONG A REVERSE CURVE TO THE LEFT WITH A RADIUS Of 1296.05 FEET, A DELTA Of 33'59'40-, A LENGTH Of 768.97, AND A CHORD Of SOUTH 68'47'23- EAST 757.74 FEET TO A 5/8 INCH IRON ROO WITH A YELLOW PLASTIC CAP INSCRIBED -oLT ASSOC. LS. 1362-; THENCE CONTINUING ALONG SAID RIGHT-Of-WAY UNE SOUTH 85'47'14- EAST 379.79 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -ou ASSOC. LS. 1362-; THENCE LEAVING SAID RIGHT-Of-WAY UNE ALONG THE WEST UNE Of LOT 6, BLOCK 2 Of THE PLAT -GLATT SUBDMSION- SOUTH 04'09'52- WEST 319.61 FEET TO A POINT FROM WHICH A 5/8 INCH IRON ROO WITH A YELLOW PLASTIC CAP INSCRIBED -ou ASSOC. LS. 1362- BEARS SOUTH 85'47'55- EAST 6.00 FEET; THENCE ALONG THE SOUTH UNE Of SAID LOT 6 SOUTH 85'47'55- EAST 275.46 FEET TO THE SOUTHEAST CORNER Of THE ANDREW J. VAUGHN D.LC. NO. 52; THENCE ALONG THE SOUTHWEST UNE Of REEl 3348 PAGE 83 SOUTH 68'13'54- EAST 350.47 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -ANDREWS PLS 1626-; THENCE ALONG THE NORTHWEST RIGHT-Of-WAY Of FRONT STREET (30.00 FEET FROM CENTERUNE) SOUTH 42'56'46- WEST 308.08 FEET TO A POINT; THENCE ALONG A NON-TANGENT CURVE TO THE LEFT (RADIAL: SOUTH 22'44'39- WEST) WITH A RADIUS Of 331.48 FEET, A DElTA Of 58'29'48-, A LENGTH Of 338.43 FEET, AND A CHORD Of SOUTH 83'29'45- WEST 323.92 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -BARKER PLS 636-; THENCE SOUTH 54'14'51- WEST 401.28 FEET TO A POINT ON THE NORTH RIGHT-Of-WAY Of HIGHWAY 214 (45.00 FEET FROM CENTERUNE); THENCE ALONG SAID NORTH RIGHT-Of-WAY ALONG A SPIRAL TO THE LEFT WITH A LENGTH Of 436.23 FEET, AN ANGLE Of 12'13'14-, AND A CHORD Of NORTH 82'48'46- WEST 435.37 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -W&H PACIFIC-; THENCE CONTINUING ALONG SAID NORTH RIGHT-Of-WAY ALONG A CURVE TO THE LEFT WITH A RADIUS Of 1190.92 FEET, A DELTA Of 08'15'00-, A LENGTH OF 171.48 FEET, AND A CHORD Of SOUTH 85'27'45- WEST 171.33 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -W&H PACIFIC-; THENCE CONTINUING ALONG SAID NORTH RIGHT-Of-WAY ALONG A SPIRAL TO THE LEFT WITH A LENGTH Of 509.82 FEET, AN ANGLE Of 12'30'00-, AND A CHORD Of SOUTH 73'02'34- WEST 508.73 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -W&H PACIFIC-; THENCE CONTINUING ALONG SAID NORTH RIGHT-Of-WAY SOUTH 68'50'15- WEST 890.52 FEET TO A 1/2 INCH IRON PIPE; THENCE ALONG THE EAST UNES Of THE PLATS -NORTHWOOD PlAZA ADDmON NO.1- AND -GOOSE HOLLOW AT TUKWILA PHASE 3- NORTH 15'09'38- EAST 1255.27 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED -BARKER PLS 636-; THENCE ALONG THE SOUTH UNE Of THE PLAT -GOOSE HOLLOW AT TUKWILA PHASE 2- SOUTH 85'47'55- EAST 242.62 FEET TO THE INITIAL POINT. THE AW:M.. DESCRIBED TRACT CONTAINS 56.26 ACRES, MORE OR LESS. 10- REGISTERED PROfESSIONAL LAND SURVEYOR JOB NAME: HIGH ENGINEERING ' PLANNING • LANDSCAPE ARCHITECTURE FORESTRY , SURVEYING JOB NUMBER: 3246 DRAWN BY: JOH LICENSED IN OR WA 13910 SW GALBREATH DRIVE, SUITE 100 SHERWOOD, OR 97140 CHECKED BY: NSW PHONE: (503) 925-8799 6. FAX: (50J) 925-8969 DRAWING NO.: 3246PART OFFICES LOCATED IN SALEM, OR VANCOUVER, WA Attachment 101A Sheet 5 of 5 ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] Woodburn High School CTE & Classroom Addition, CU2019-07,DR 2019-13, EXCP 2019-07, & VAR 2019-03 1785 N Front Street Public Works Comments February 18, 2020 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. Final review of the Civil Plans will be done during the building permit application; a Professional Engineer shall stamp the plans. Public infrastructure will be constructed in accordance with plans approved by public works. 1. All work within the public rights-of-way or easement within city jurisdiction shall require plan approval and permit issuance from the Public Works Department. All work in the right-of-way or public utility easement shall be performed in accordance with plans stamped “Approved” by the City Public Works Department and in compliance with City’s Standard Specifications and Standard Details and Drawings. 3. System Development fees shall be paid at the time of building permit issuance. CONDITIONS TO BE ADDRESS DURING THE BUILDING PERMIT APPLICATION 1. All public utility easements and right-of-way dedications shall be properly recorded prior to building permit final inspection.  5ft Public Utility Easement along Hazelnut Drive  5ft Public Utility Easement along N Front Street  10ft Public Utility Easement along Highway 214  20ft easement along mill creek trails  3ft right-of-way dedication along Hazelnut Drive  19ft right-of-way dedication along N Front Street  5ft right-of-way dedication along Highway 214 2. Street lighting shall comply with PGE and City of Woodburn Standards and Specifications. 3. Fire hydrants locations and fire protection requirements shall be as per the Woodburn Fire Districts and City of Woodburn requirements. 4. The applicant shall install the proper type of backflow preventer for all domestic, lawn irrigation and fire sprinkler services, RP devices are required if wells are located within the property. 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 Superintend, for proper type and installation requirements of the Attachment 102A ---PAGE BREAK--- backflow device at [PHONE REDACTED]. 5. The applicant shall complete a City of Woodburn Nonresidential Wastewater Survey and comply with the conditions of the Wastewater Permit. Contact Carol Leimbach, City of Woodburn Industrial Waste Coordinator, at [PHONE REDACTED]. ---PAGE BREAK--- 5 v ÍÎ 99E v ÍÎ 219 v ÍÎ 99E v ÍÎ 219 v ÍÎ 214 v ÍÎ 211 v ÍÎ 214 T R A C Y L N C A N B Y L P MILL ST RYE ST KOI LN VERA LN HI GH ST PLUM LN N 2ND ST STARK ST IDAHO DR BRYAN ST TU L IP AV HIGHWAY 99E HY OATS ST RAILROAD O R EGON L P JORY ST OGLE ST HAWLEY ST ELANA WY C A SCA D E DR S M ITH DR D E E R RU N CHA T EAU D R OXFORD S T JANS EN WY T U R NBERRY A V TU KWIL A DR R O Y AV NATIONAL WY AZTEC DR SANTIAM DR CAMAS ST WILLO W A V SALLAL RD W H ITNE Y LN H A ZELNU T D R STANFIELD R D JAM E S ST BLAINE ST EV E RGR E E N R D GEORGE ST MCNAUGHT RD KING WY TOMLIN AV W ORKMAN DR MCKINLEY ST KOENER R D G R EE N V I E W DR N 3RD ST LAUREL AV HO O PER ST LEARY RD EL M ST E C LACKAMAS C R MCLAUGHLIN D R N 1ST ST EAST LI NCOLN RD W CLACKAMA S CR E LLIOTT PRAIRIE RD COMMERCE WY SERRES LN S CASCADE D R EAST HARDCASTLE RD BOONES FERRY RD GESCHWILL LN S COLUMBIA DR 219 DIMMICK LN STAFNEY LN MOLALLA RD UNION SCHOOL RD FRONT ST ARNEY RD MEADOW DR CROSBY RD BUTTEVILLE RD INGALLS LN PARR RD JENSEN RD BELLE PASSI RD CARL RD WILCO HY ARBOR GROVE RD LE BRUN RD BROWN ST PARK AV H ARRISON ST ASTOR W Y W H A Y E S ST ORE G ON WY LINCOLN ST TUK W IL A DR N 5TH ST E CLEVELAND ST GA T CH S T H A Z E LN U T DR HARDCASTLE AV COOLEY RD STUBB RD WOODLAND AV STACY ALLISON WY PROGRESS WY S PACIFIC HY MT HOOD AV WILCO HY NE W B ER G HY N PACIFIC HY PARR R D N FRONT ST E BLAINE ST A ST HIGHWAY 99E HY FRONT ST JUDY ST RYE ST TIE R RA LYNN DR UMPQUA RD CARL RD EAGLE DR J A N SEN W Y STA R K ST TU L I P AV T E N OAKS LN MIL L E R FAR M RD ME R ID IAN DR BUTTEVILLE RD SMITH D R SALLAL RD WILL OW AV W LINCOLN ST VA N D ERBECK LN AL E X A NDR A A V JUNE WY BOONES FE R R Y RD ST PANA ST COUNT R Y CLUB RD K ING WY PRINC ETON RD MAYANNA D R IRO NWOOD T R LEARY RD H E RMA N SO N ST N 6TH ST MO LALLA RD A R NE Y L N N 1ST ST N 2ND ST R EED AV HI G H ST ST LOUI S RD CROSBY RD MOUNTAIN VIEW LN DIMMICK LN LINFIELD AV KOI LN UNION SCHOOL RD OGLE ST EAST LIN COLN RD OATS ST B L Y L P JORY ST ARBOR GROVE RD R O Y AV CAMAS ST WHITN EY LN GEORGE ST KOENER RD 219 RANDOLPH R D HO O P E R ST A L S EA L P ELM ST W CLACKAMAS CR ARNEY RD SERRES LN S CASCADE D R GESCHWILL LN S COLUMBIA DR STAFNEY LN INGALLS LN JENSEN RD BELLE PASSI RD LE BRUN RD W HAYES ST WOODLAND AV LINC OLN ST BR OW N ST GATCH S T PARR RD E CLEVELAND ST HARDCASTLE AV STACY ALLISON WY ARN E Y R D COOLEY RD ASTOR WY PROGRESS WY STUBB RD BOO NES FERRY RD Y O UNG ST N FRONT ST S SETTLEMIER AV S FRONT ST EV ERG R EE N R D N SE TTLEMIER AV MT HOOD AV N PACIFIC HY MOLALLA RD BUTTEVILLE RD S PACIFIC HY v ÍÎ 219 5 Woodburn TSP Update September 2019 ¯ Figure 2 Existing Roadway Freeway Major Arterial Minor Arterial Service Collector Access Street Future Roadway Future Major Arterial Future Minor Arterial Future Service Collector Future Access Street Future Local Industrial City Boundary Urban Growth Boundary H:\21\21071 - Woodburn TSP Update\gis\TSP\02 Functional Roadway Classification.mxd - mmccormick - 5:25 PM 9/16/2019 Coordinate System: NAD 1983 HARN StatePlane Oregon North FIPS 3601 Feet Intl Data Source: City of Woodburn, Oregon Department of Transportation Functional Roadway Classification Woodburn, Oregon 0 1,000 2,000 3,000 Feet Note: Future roadway alignments are approximate and subject to further refinement. Attachment 104 ---PAGE BREAK--- ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 5 v ÍÎ 99E v ÍÎ 219 v ÍÎ 99E v ÍÎ 219 v ÍÎ 214 v ÍÎ 211 v ÍÎ 214 ä ä P54 P55 ä P53 A U D R E Y WY A ST HIGHWAY 99E HY FRONT ST CORBY ST JUDY ST RYE ST DAH L IA ST T I E R RA L Y NN DR AZTEC DR UMPQUA RD CARL RD JO H NSON ST GARFI ELD S T DELLMOOR WY CONSTITUTION AV EAGLE DR JA N S E N WY STA R K ST BRYAN ST HAWLEY ST T U L IP AV T EN OAKS LN E BLAINE ST R AINIER RD MILLE R FARM R D MERIDIA N DR BUTTEVILLE RD SMIT H D R CROSBY RD LAUREL AV EAST HARDCASTLE RD SALLAL RD WILLO W AV ELAN A D R W LINCOLN ST T OMLIN AV VANDERBECK LN MCKEE SCHOOL RD TR OON AV HAZ E LNU T D R J UNE W Y BOONES F ERRY RD ST PANA ST ALEX AN D RA A V COUNTR Y C LUB RD LEASURE ST BROADWAY ST FINZER WY KING WY PRINCET O N R D DOUD ST M AYANNA DR ARLINGTON A V A STOR WY MCLAUGHLIN D R IR O NWOOD T R WILS O N ST GRANT ST S 3 R D ST N 5TH ST W HAYES ST TUK W IL A DR LEARY RD H E R M ANSON ST N 6TH ST MO LALLA RD ARN EY LN N 1ST ST N 2ND ST WALT O N W Y STEVEN ST QUINN RD C O U N T R Y CLUB T R MARSHALL ST WILCO HY REED AV CA S C A D E DR DEE R RUN C OU N TRY LN R A Y J GLA T T CR OXFORD ST N 3RD ST PORT LAND RD ELLIOTT PRAIRIE RD THOMPSON RD ST LO U I S RD CAROL ST LINDA ST MCKINLEY ST MOUNTAIN VIEW LN HALL ST BRADLEY ST DIMMICK LN C A N B Y L P LINFIELD AV HARVARD DR G R E E N V IEW DR VI N E AV KOI LN P U B LI C R D PLUM LN N CASCADE DR UNION SCHOOL RD OGLE ST EAST LI NCOLN RD MEADOW DR PAL M AV OATS ST RAILROAD B LY L P GOUDY GARDENS LN JORY ST ELANA WY COMMERCE WY C H ATE A U D R BLAINE ST T U R NBERRY A V ARBOR GROVE RD R O Y AV NATIONAL WY CAMAS ST W H ITNEY LN GEORGE ST MCNAUGHT RD KOENER RD 219 RANDOLPH RD HO O PER ST A L S EA LP E C LACKAMAS C R W CLACKAMAS C R ARNEY RD SERRES LN S CASCADE DR GESCHWILL LN S COLUMBIA DR STAFNEY LN INGALLS LN PARR RD JENSEN RD BELLE PASSI RD LE BRUN RD P I N E C R S HALI M A R L P H A ZELNUT D R W HAYES ST L INCO LN ST O RE GON WY PARK AV PARR RD HARDCASTLE AV STACY ALLISON WY HARVARD DR A RNEY RD W LINCOLN ST HARRISON ST BR O WN ST GATC H ST W OODL AND AV AST O R WY COOLEY RD PROGRESS WY STUBB RD EAST LINCOLN RD BOONES FERRY RD NEWBERG HY S PACIFIC HY MT HOOD AV N PACIFIC HY N SETTLEMIER AV YO U NG ST GARFIELD ST MOLALLA RD EVER GREE N RD S FRONT ST N FRONT ST BUTTEVILLE RD P32 P33 P34 P35 P36 P45 P41 P42 P40 P44 P37 P43 P60 P57 P56 P58 P59 P61 P55 P38-39 P51 P50 P49 P48 P47 P46 P2 P12 P1 P8 P4 P30 P9 P26 P17 P22 P23 P28 P3 P31 P27 P10 P5 P14 P16 P21 P7 P11 P6 P13 P15 P18 P24 P25 P29 P19 P20 Woodburn TSP Update September 2019 ¯ Figure 8 ! ! ! Enhanced Crossing New Mutli-use Pathway Enhanced Crossing Corridor New Sidewalks Sidewalks - Fill in Gaps Street Lighting Future Roadway (See Roadway Plan for associated pedestrian enhancements) City Boundary Urban Growth Boundary H:\21\21071 - Woodburn TSP Update\gis\TSP\08 Pedestrian Plan Elements.mxd - mmccormick - 5:48 PM 9/16/2019 Coordinate System: NAD 1983 Oregon Statewide Lambert Feet Intl Data Source: City of Woodburn, Oregon Department of Transportation Pedestrian Plan Elements Woodburn, Oregon 0 1,000 2,000 3,000 Feet Note: Future roadway alignments are approximate and subject to further refinement. Attachment 105 ---PAGE BREAK--- December 12, 2019 Mr. Dan Handel City of Woodburn, Planning Department 270 Montgomery St. Woodburn, OR 97071 Wnodbt.Jrn School District 1390 Meridian Drive, Woodburn, OR 97071 Phone 503~981~9555 Fax 503 ~ 981~ 8018 Subject: Woodburn High School, Career and Technical Education (CTE) & Classroom Addition Traffic Impact Dear Dan, The purpose of this letter is to review the existing Woodburn High School capacity and expected traffic impacts for the new Woodburn High School Career and Technical Education (CTE) and Classroom Addition for both Phase 1 and Master Plan. Prior to the 2012 fire, t he existing High School had a capacity of 1,980 students. In 2012, the High School lost approximately 11,900 sq. ft. of program space due to a fire; six classrooms, which reduced the existing capacity by approximately 210 students. Resulting in an overall capacity of 1,770. In 2012, the District added 10 portables to address the reduced classroom program. Each portable accommodates two classrooms at 30 students each, or 60 students total. The 10 portables provide an increased capacity of 600 students, or 2,370 overall capacity. The portables will be removed from the site, once construction of Phase 1 CTE and Classroom Addition is complete. The program for the CTE and Classroom Addition is intended to replace a portion of the existing 10 portables; through eight new classrooms at the Classroom Addition and two new classrooms at the CTE. Each classroom will accommodate 32 students, equaling a capacity of 320. The Wood/Metal Shop and Media Production Lab are shared academy programs and will not add capacity to the existing High School program. Following the completion of the Phase 1, the overall capacity of the High School will be 2,050; which is well below the 2012 capacity. The Master Plan Classroom Addition will add an additional capacity of 192 students; six classrooms at 32 students each. This increase will result in an overall capacity of 2,242, which is 54 less than the 2012 capacity at 2,370. Because the capacity of the high school will not increase, we conclude there will be no impact on traffic and a traffic study would not be necessary. Sincerely, v dL rs: 12:L ,uJ Dr. William Rhoades, Superintendent [ I livPI'!;(' i11 Culilll P; UnifiNi in Mis!>iOI1 WWW.WOt)! Attachment 106 ---PAGE BREAK--- Senior Senior Estates Estates Park Park St. Luke St. Luke C.S. C.S. French Praire French Praire Middle School Middle School Lincoln Lincoln Elementary Elementary School School Woodburn Woodburn High School High School Legion Park Legion Park Goose Creek Ex Private Footpath Ex Private Footpath Mill Creek Mill Creek Goose Creek Goose Creek Mill Creek Mill Creek ú c c c Viewpoint Viewpoint Important Tree Important Tree Switchbacks Switchbacks up slope up slope Footbridge Footbridge Route to Route to vary course vary course Vehicle Vehicle access access for trail- for trail- head head Adaptive re-use Adaptive re-use of structures @ old of structures @ old sewage plant sewage plant (art e ercise stations (art exercise stations h Potential Potential "Trailhead" "Trailhead" (Acquisition) (Acquisition) ú ú ú Controlled Controlled Crossing Crossing Controlled Controlled Crossing Crossing Marked Marked Crossing Crossing Underpass Underpass Marked Marked Crossing Crossing h Potential Potential Trailhead Trailhead Stands of tall trees/ Stands of tall trees/ Paleo-archeology Paleo-archeology a Future Future Police Police Station/ Station/ Park Ext. Park Ext. Crossing Crossing Future "Meridian St." Ext. Future "Meridian St." Ext. Route to School Route to School Alternative Safe- Alternative Safe- Ex Private Footpath Ex Private Footpath Old Old Oak Oak '05-'07 Construction '05-'07 Construction h No Thru No Thru Access Access (Private) (Private) Existing Conditions and Proposed Options Mill Creek Greenway Note: Map Not to Scale (Results of June '04 Workshop) North Tributary: Goose Creek · Legend ù Proposed Access-No Parking j Proposed Access-Parking ú Proposed Crossings XW Notable Landmark ÆJ Proposed Play-Picnic Equipment ! ! ! Existing on-street bike routes and paths Proposed on-street bike route ! ! ! Existing off-street paths Proposed off-street paths ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! Proposed Multi-Use Interim Route Future Road City Limits Mill Creek & Tributaries Mill Creek Floodplain City Owned Land Parks Schools Attachment 107 ---PAGE BREAK--- PROPERTY LINE PROPERTY LINE SUCCESS HS BUILDING PV ARRAY PARKING 1 (83 SPACES) - 49 REGULAR - 4 ADA - 30 COMPACT PARKING 3 (257 SPACES) - 249 REGULAR (1 VISITOR) (1 POLICE) - 8 ADA AIS BUILDING WHS BUILDING WHS BUILDING TRASH COLLECTION AND DELIVERIES 12 BICYCLE PARKING SPACES 12 BICYCLE PARKING SPACES FEMA 100 YEAR FLOOD PLAIN RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) SIGNIFICANT WETLANDS FEMA 100 YEAR FLOOD PLAIN RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) SIGNIFICANT WETLANDS RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) BASEBALL FOOTBALL FIELD AND TRACK SPORTS FIELDS SPORTS FIELDS SHED SHED BLEACHERS TENNIS COURTS CHILD CENTER N BULLDOG DR. (2-WAY TRAFFIC) N BULLDOG DR (1-WAY FIRE AND DELIVERY ACCESS) N BULLDOG DR. (2-WAY TRAFFIC) N FRONT ST. N FRONT ST. HWY 214 HWY 214 HWY 214 MERIDIAN DR. MERIDIAN DR. GOOSE HOLLOW CT. HAZELNUT DR. HAZELNUT DR. HAZELNUT DR. 10'-0" UTILITY EASEMENT - TELEPHONE 16'-0" PUBLIC WATER UTILITY EASEMENT - WATER 16'-0" PUBLIC UTILITY EASEMENT - WATER GRAYSTONE DR. HAZELNUT DR. MAIN ENTRY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE MILL CREEK TRAIL EASEMENT MILL CREEK TRAIL PARKING 2 (140 SPACES) - 13 REGULAR - 5 ADA 10 PORTABLES (TO BE DEMOLISHED) RESTROOM PORTABLE (TO BE DEMOLISHED) SOFTBALL FIELD (TO BE RELOCATED) GREENHOUSE (TO BE DEMOLISHED) MAINTENANCE SHED (TO BE RELOCATED) CLASSROOM PORTABLE (TO BE DEMOLISHED) CU SITE PLAN SHEET NOTES A. Refer to Landscape for planting count, tree protection plan and additional information. B. Refer to Electrical for site lighting and additional information. C. Refer to Civil for utilities and additional information. D. All fire hose lines are under 150 Feet maximum. E. Master Plan to include site improvements where required to ensure that pathways to buildings are ADA compliant. BUILDING OUTLINE SITE PLAN LEGEND CONDITIONAL USE FDC BUILDING OVERHANGS AND CANOPIES ABOVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION EASEMENT MAIN ENTRY SETBACKS EXISTING Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 02/04/2020 Project # 90049 CU-A00 OVERALL EXISTING SITE PLAN 1" = 100'-0" 1 SITE PLAN - CONDITIONAL USE - OVERALL EXISTING Attachment 108 Sheet 1 of 12 ---PAGE BREAK--- JT JT 12 PROPERTY LINE CU-A02 1 PROPERTY LINE SUCCESS HS BUILDING PV ARRAY PARKING 1 (83 SPACES) - 49 REGULAR - 4 ADA - 30 COMPACT PARKING 2 (136 SPACES) - 126 REGULAR (3 RESERVED) (31 VISITOR) - 5 ADA - (NEW) 5 COMPACT PARKING 3 (258 SPACES) - 210 REGULAR (1 VISITOR) (1 POLICE) - 9 ADA - (NEW) 7 REGULAR (2 CARPOOL) (3 VAN) - (NEW) 2 ADA - (NEW) 30 COMPACT CTE COURTYARD (PHASE 1) AIS BUILDING WHS BUILDING WHS BUILDING CLASSROOM BUILDING (PHASE 1) CTE BUILDING (PHASE 1) GREENHOUSE - (PHASE 2) CU-A03 1 PHASE 2 AREA OF WORK PHASE 1 AREA OF WORK TRASH COLLECTION AND DELIVERIES 12 BICYCLE PARKING SPACES 12 BICYCLE PARKING SPACES FEMA 100 YEAR FLOOD PLAIN RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) SIGNIFICANT WETLANDS FEMA 100 YEAR FLOOD PLAIN RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) SIGNIFICANT WETLANDS SIGNIFICANT WETLANDS RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) BASEBALL FOOTBALL FIELD AND TRACK SPORTS FIELDS SPORTS FIELDS SHED SHED BLEACHERS TENNIS COURTS CHILD CENTER N BULLDOG DR. (2-WAY TRAFFIC) N BULLDOG DR (1-WAY FIRE AND DELIVERY ACCESS) N BULLDOG DR. (2-WAY TRAFFIC) N FRONT ST. N FRONT ST. HWY 214 HWY 214 HWY 214 MERIDIAN DR. MERIDIAN DR. GOOSE HOLLOW CT. HAZELNUT DR. HAZELNUT DR. HAZELNUT DR. 10'-0" UTILITY EASEMENT - TELEPHONE 16'-0" PUBLIC WATER UTILITY EASEMENT - WATER 16'-0" PUBLIC UTILITY EASEMENT - WATER GRAYSTONE DR. HAZELNUT DR. PHASE 1 AREA OF WORK MAIN ENTRY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE MILL CREEK TRAIL EASEMENT MILL CREEK TRAIL EASEMENT MILL CREEK TRAIL EASEMENT APPROXIMATE LOCATION OF PROPOSED MILL CREEK TRAIL EASEMENT DEDICATION. ALIGN 20'-0" MILL CREEK TRAIL EASEMENT WITH EXISTING TRAIL HEAD ACROSS HAZELNUT DR. MILL CREEK TRAIL FRONT SETBACK (20'-0" FROM WIDENED STREET ROW - PHASE 1) PUBLIC UTILITY EASEMENT (10'-0" FROM WIDENED STREET ROW - PHASE 1) WIDENED MAJOR ARTERIAL 1/2 STREET ROW (50'-0" FROM ROW CENTERLINE - PHASE 1) SETBACK 5' - 0" SIDEYARD SET BACK PROPERTY LINE) SETBACK 20' - 0" NEW ROW 33' - 0" PUE 5' - 0" RELOCATED MAINTENANCE SHED - (PHASE 1) PARKING LOT IMPROVEMENTS - (PHASE 2) PARKING LOT IMPROVEMENTS - (PHASE 2) WIDENED MINOR ARTERIAL STREET RIGHT-OF-WAY (74' TOTAL WIDTH - PHASE 1) 5'-0" PUBLIC UTILITY EASEMENT (FROM WIDENED STREET ROW - PHASE 1) 20'-0" BUILDING SETBACK (FROM STREET ROW - PHASE 1) 6' SIDEWALK, 8' FROM STREET PLANTING STRIP - (PHASE 2) CLASSROOM BUILDING ADDITION (PHASE 2) NEW ROW 50' - 0" SETBACK 20' - 0" PUE 10' - 0" PUE 5' - 0" SETBACK 20' - 0" STREET ROW ROW 45' - 0" 1/2 STREET ROW IMPROVE RAMP TO MEET ADA COMPLIANCE - (PHASE 2) RAMP & CROSSING PATH IMPROVEMENTS - (PHASE 2) RAMP & CROSSING PATH IMPROVEMENTS - (PHASE 2) RAMP & CROSSING PATH IMPROVEMENTS - (PHASE 2) BUS DROP OFF - (PHASE 2) WeBBS VESTIBULE ADDITION - (PHASE 2) RAMP & CROSSING PATH IMPROVEMENTS (PHASE 1) NEW ROW 19' - 0" ROW 30' - 0" TOTAL ROW 74' - 0" NEW LARGE STREET TREES IN PLANTER STRIP; 1 TREE PER 50'-0" OF STREET FRONTAGE (PHASE 1) TOTAL ROW 55' - 0" SETBACK 20' - 0" 8' - 0" 40' - 0" 60' - 0" SETBACK 20' - 0" NEW BUILDING OUTLINE SITE PLAN LEGEND CONDITIONAL USE FDC PROPERTY LINE BUILDING OVERHANGS AND CANOPIES ABOVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION FLS FIRE HOSE REACH BUILDING OUTLINE AREA OF NEW CONSTRUCTION (PHASE 1) AREA OF NEW CONSTRUCTION (PHASE 2) EASEMENT PHASE 1 AREA OF WORK MAIN ENTRY FIRE ACCESS PATH ADA ACCESSIBLE PATH OF TRAVEL. PATHWAY TO COMPLY WITH ICC a117.1 STANDARDS. BUILDING SETBACKS EXISTING FIRE ACCESS ZONE 'NO PARKING FIRE LANE' WITH RED PAINTED CURB WIDENED RIGHT-OF-WAY (ROW) RIGHT-OF-WAY (ROW) CU SITE PLAN SHEET NOTES A. Refer to Landscape for planting count, tree protection plan and additional information. B. Refer to Electrical for site lighting and additional information. C. Refer to Civil for utilities and additional information. D. All fire hose lines are under 150 Feet maximum. E. Master Plan to include site improvements where required to ensure that pathways to buildings are ADA compliant. WDO Off-Street Parking Ratio Standards. Table 3.05A The Phase 2 Classroom and CTE Addition will have a student capacity of 568 students. Combined with the existing WHS building (1,770 students), the total student capacity for Phase 2 will be 2,242 students. Based on WDO Table 3.05A, a minimum of 377 parking stalls are required. The Phase 2 parking count (477) exceeds this requirement by 103 stalls. Based on the Phase 2 parking count, and WDO Table 3.05B, a minimum of 9 Accessible spaces and two "Wheelchair User Only" spaces are required. Both requirements are met in the Phase 2 Parking Count. Per WDO 3.05.03E, a maximum of 20 bike racks are required for the existing high school. 24 are currently provided. The City is requesting 2 additional spaces per classroom for the addition scope of work. 18 new bike stalls are being added in Phase 1. Phase 2 includes 12 additional bike stalls to meet the increased classroom program. These new racks will be located within 50' of the Classroom Building addition and the existing High School main entrance. Based on Comprehensive Plan Goal H-1 at least two carpool/vanpool stalls located convenient to staff entrances is required. Two carpool/vanpool stalls have been designated by the Classroom Addition during Phase 2. Regular: ADA: Compact: Carpool: Total: Phase 2 Parking Count 390 20 65 2 477 Regular: ADA: Compact: Carpool: Total: Bike Parking: 390 20 65 2 477 54 Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 02/04/2020 Project # 90049 CU-A01 OVERALL MASTER PLAN 1" = 100'-0" 1 SITE PLAN - CONDITIONAL USE - OVERALL ---PAGE BREAK--- JT JT CU SITE PLAN SHEET NOTES A. Refer to Landscape for planting count, tree protection plan and additional information. B. Refer to Electrical for site lighting and additional information. C. Refer to Civil for utilities and additional information. D. All fire hose lines are under 150 Feet maximum. E. Master Plan to include site improvements where required to ensure that pathways to buildings are ADA compliant. NEW BUILDING OUTLINE SITE PLAN LEGEND CONDITIONAL USE FDC PROPERTY LINE BUILDING OVERHANGS AND CANOPIES ABOVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION FLS FIRE HOSE REACH BUILDING OUTLINE AREA OF NEW CONSTRUCTION (PHASE 1) AREA OF NEW CONSTRUCTION (PHASE 2) EASEMENT PHASE 1 AREA OF WORK MAIN ENTRY FIRE ACCESS PATH ADA ACCESSIBLE PATH OF TRAVEL. PATHWAY TO COMPLY WITH ICC a117.1 STANDARDS. BUILDING SETBACKS EXISTING FIRE ACCESS ZONE 'NO PARKING FIRE LANE' WITH RED PAINTED CURB WIDENED RIGHT-OF-WAY (ROW) RIGHT-OF-WAY (ROW) N. BULLDOG DR TO REMAIN DRIVEWAY TO REMAIN NEW CLASSROOM BUILDING AIS BUILDING 30'-0" ABOVE ADJ. GRADE 17,200 GSF NEW CTE BUILDING 20'-0" ABOVE ADJ. GRADE 10,180 GSF FDC FIRE HYDRANT WHS BUILDING WHS BUILDING NEW GATE WITH AUTOMATIC OPENER AND KNOX BOX NEW GATE WITH AUTOMATIC OPENER AND KNOX BOX NEW GATE WITH AUTOMATIC OPENER AND KNOX BOX 150'-0" FIRE HOSE REACH RANGE GRAYSTONE DR. ZONE B ZONE A FDC 24' - 8" LANE 15' - 0" LANE LANE 14' - 2" 20' - 0" LANE ZONE F FIRE HYDRANT FIRE HYDRANT PHASE 1 AREA OF WORK PHASE 1 AREA OF WORK PHASE 1 AREA OF WORK PHASE 1 AREA OF WORK PHASE 1 AREA OF WORK NEW CARPOOL PARKING SPACE AND STRIPING ON EXISTING ASPHALT (PER WDO TABLE 3.05C; FIGURE 3.05C) NEW ADA COMPLIANT RAMP NEW ADA PARKING SPACE AND STRIPING ON EXISTING ASPHALT (PER WDO TABLE 3.05C; FIGURE 3.05C) NEW PARKING SPACE AND STRIPING ON EXISTING ASPHALT (PER WDO TABLE 3.05C; FIGURE 3.05C) ADA ACCESS PATH PARKING 1 - 49 REGULAR - 30 COMPACT - 4 ADA PARKING 2 - 135 REGULAR - 5 ADA PARKING 3 - 249 REGULAR - 8 ADA - (NEW) 17 REGULAR - (NEW) 2 ADA - (NEW) 2 CARPOOL 20' - 0" LANE RELOCATE SOFTBALL FIELD (NO LIGHTING) GATE TO REMAIN NEW GATE WITH PANIC HARDWARE AT SIDEWALK NEW GATE WITH PANIC HARDWARE AT SIDEWALK 10 NEW BIKE SPACES (5 RACKS) NEW ADA ACCESSIBLE PATH ADA PARKING VEHICLE BACK UP ZONE WIDENED ACCESS STREET 1/2 STREET ROW (33'-0" FROM STREET CENTERLINE - PHASE 1) PUBLIC UTILITY EASEMENT FROM WIDENED ROW - PHASE 1) FRONT SETBACK (20'-0" FROM WIDENED ROW - PHASE 1) 16'-0" PUBLIC UTILITY EASEMENT - WATER 16'-0" PUBLIC UTILITY EASEMENT - WATER ACCESSIBLE PATH CONT. TO MAIN ENTRY 10'-0" PUBLIC UTILITY EASEMENT - TELEPHONE 10'-0" PUBLIC UTILITY EASEMENT - TELEPHONE 16'-0" PUBLIC UTILITY EASEMENT - WATER SETBACK 20' - 0" NEW ROW 33' - 0" PUE 5' - 0" NEW PARKING SPACE AND STRIPING ON EXISTING ASPHALT (PER WDO TABLE 3.05C; FIGURE 3.05C) 1/2 STREET ROW (30'-0" FROM STREET CENTERLINE) FLY-BALL NETTING TO REMAIN FDC FDC FDC NEW FDC - PHASE 1 8 NEW BIKE SPACES (4 RACKS) 99' - 0" ROW 30' - 0" NEW GATE WITH PANIC HARDWARE 42' - 0" 28' - 0" WDO Off-Street Parking Ratio Standards. Table 3.05A Phase 1 Classroom and CTE Addition will have a student capacity of 376 students, combined with the existing WHS building (1,770 students) the total student capacity for Phase 1 will be 2,050 students. Based on WDO Table 3.05A, a minimum of 342 parking stalls are required. The Phase 1 parking count (491) exceeds this requirement by 149 stalls. Based on the Phase 1 parking count, and WDO Table 3.05B, a minimum of 9 Accessible spaces and 2 "Wheelchair User Only" spaces are required. Both requirements are met in the Phase 1 Parking Count. Per WDO 3.05.03E, a maximum of 20 bike rack are required for the existing high school. 24 are currently provided. The City is requesting 2 additional space per classroom for the addition scope of work. 18 new bike stalls are being added in Phase 1. These new racks will be located within 50' of the new Classroom Building addition (4 racks) and the existing High School main entrance (5 racks). Based on Comprehensive Plan Goal H-1 at least two carpool/vanpool stalls located convenient to staff entrances is required. two carpool/vanpool stalls have been added during Phase 1. Phase 1 Parking Count Regular: ADA: Compact: Carpool: Total: Bike Parking: 439 20 30 2 491 42 Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 02/04/2020 Project # 90049 CU-A02 (PHASE 1) ENLARGED SITE PLAN 1" = 30'-0" 1 SITE PLAN - CONDITIONAL USE - PHASE 1 PHASE 1 9 CLASSROOMS X2 = 18 42 EXISTING 24 (20 MAX. PER WDO 3.05.03.E) 24 BICYCLE PARKING SPACES PER PHASE TOTAL SPACES ---PAGE BREAK--- JT JT WIDENED FIRE LANE FIRE TRUCK TURNAROUND - (PHASE 2) BUS DROP OFF - (PHASE 2) CTE COURTYARD (PHASE 1) AIS BUILDING WHS BUILDING MAIN ENTRY FEMA 100 YEAR FLOOD PLAIN SIGNIFICANT WETLANDS PROPERTY LINE PROPERTY LINE PROPERTY LINE WeBBS VESTIBULE ADDITION - (PHASE 2) ENTRY CANOPY - (PHASE 2) AIS VESTIBULE ADDITION - (PHASE 2) CLASSROOM ADDITION (PHASE 2) WHS BUILDING HAZELNUT DR. CU-A02 1 FOR PHASE 1 IMPROVEMENTS, SEE ENLARGED PLAN (CU-102) LEARNING PLAZA - (PHASE 2) BUS DROP OFF - (PHASE 2 STUDENT PLAZA - (PHASE 2) 16' - 10" 26' - 0" 53' - 11" 12' - 2" 20' - 0" CLASSROOM BUILDING (PHASE 1) 30'-0" ABOVE ADJ. GRADE 17,200 GFA CTE BUILDING (PHASE 1) 20'-0" ABOVE ADJ. GRADE 10,180 GFA REQUIRED RADIUS ø 96' - 0" 42' - 9" TALL 2,500 GFA GREENHOUSE - (PHASE 2) 10'-0" UTILITY EASEMENT - TELEPHONE 16'-0" PUBLIC UTILITY EASEMENT - WATER 32' - 6" 16'-0" PUBLIC UTILITY EASEMENT - WATER 16'-0" PUBLIC UTILITY EASEMENT - WATER 16'-0" PUBLIC UTILITY EASEMENT 12 BICYCLE PARKING SPACES 12 BICYCLE PARKING SPACES TRASH COLLECTION AND DELIVERIES FEMA 100 YEAR FLOOD PLAIN RIPARIAN CORRIDOR & WETLANDS OVERLAY DISTRICT (RCWOD) N BULLDOG DR. (2-WAY TRAFFIC) N BULLDOG DR (1-WAY FIRE AND DELIVERY ACCESS) NO IMPROVEMENTS CROSSWALK - (PHASE 2) ALIGN DRIVEWAY CURB CUT WITH GRAYSTONE DR. - (PHASE 2) RE-STRIPE CARPOOL PARKING SPACES WEST OF NEW BUS DROP OFF (PER WDO TABLE 3.05C; FIGURE 3.05C) - (PHASE 2) ADA COMPLIANT RAMP - (PHASE 2) RE-STRIPE ADA PARKING SPACE WEST OF NEW BUS DROP OFF (PER WDO TABLE 3.05C; FIGURE 3.05C) - (PHASE 2) ADA COMPLIANT CURB RAMP - (PHASE 2) 6 NEW BIKE SPACES (3 RACKS) - (PHASE 2) 20' - 0" LANE RELOCATED SOFTBALL FIELD - (PHASE 1) ACCESS PATH TO NATURAL WETLAND - (PHASE 2) 5'-0" SETBACK WIDENED ACCESS STREET 1/2 STREET ROW (33'-0" FROM STREET CENTERLINE - PHASE 1) PUBLIC UTILITY EASEMENT FROM WIDENED ROW - PHASE 1) FRONT SETBACK (20'-0" FROM WIDENED ROW - PHASE 1) APPROXIMATE LOCATION OF PROPOSED MILL CREEK TRAIL EASEMENT DEDICATION. CITY TO CONFIRM EASEMENT STANDARDS AND LOCATION. SETBACK 20' - 0" NEW ROW 33' - 0" PUE 5' - 0" PARKING 1 (83 SPACES) - 49 REGULAR - 4 ADA - 30 COMPACT PARKING 2 (136 SPACES) - 126 REGULAR (3 RESERVED) (31 VISITOR) - 5 ADA - (NEW) 5 COMPACT PARKING 3 (258 SPACES) - 210 REGULAR (1 VISITOR) (1 POLICE) - 9 ADA - (NEW) 7 REGULAR (2 CARPOOL) (3 VAN) - (NEW) 2 ADA - (NEW) 30 COMPACT LANDSCAPE SCREENING - (PHASE 2) - (SEE LANDSCAPE) IMPROVE RAMP TO MEET ADA COMPLIANCE - (PHASE 2) CROSSWALK STRIPING - (PHASE 2) CORRECT EDGE OF CONCRETE RAMP TO BE FLUSH WITH ASPHALT ROAD - (PHASE 1) 6 NEW BIKE SPACES (3 RACKS) - (PHASE 2) COVERED WALK DASHED MIN. 14'-0" CLEARANCE - (PHASE 2) GRAYSTONE DR. CU-A03 2 FDC FIRE HYDRANT FDC FIRE HYDRANT FDC FDC FDC NEW FDC - PHASE 1 180' - 0" ADA RAMP & CROSSING PATH IMPROVEMENTS - (PHASE 2) ADA RAMP & CROSSING PATH IMPROVEMENTS - (PHASE 2) NEW 1/2 PLANTING ISLAND & COMPACT PARKING SPACE (PER WDO TABLE 3.05C; FIGURE 3.05C) - (PHASE 2) NEW FULL PLANTING ISLAND (9x19 ALONG CURBING) NEW FULL PLANTING ISLAND (9x19 ALONG CURBING) NEW 1/2 PLANTING ISLAND, PEDESTRIAN CROSSING, AND COMPACT PARKING SPACES; SEE DETAIL (PHASE 2) NEW PEDESTRIAN DRIVE AISLE CROSSING STRIPING (PHASE 2) ROW 30' - 0" 1/2 STREET ROW (30'-0" FROM STREET CENTERLINE) 40' - 0" 50' - 0" CU SITE PLAN SHEET NOTES A. Refer to Landscape for planting count, tree protection plan and additional information. B. Refer to Electrical for site lighting and additional information. C. Refer to Civil for utilities and additional information. D. All fire hose lines are under 150 Feet maximum. E. Master Plan to include site improvements where required to ensure that pathways to buildings are ADA compliant. NEW BUILDING OUTLINE SITE PLAN LEGEND CONDITIONAL USE FDC PROPERTY LINE BUILDING OVERHANGS AND CANOPIES ABOVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION FLS FIRE HOSE REACH BUILDING OUTLINE AREA OF NEW CONSTRUCTION (PHASE 1) AREA OF NEW CONSTRUCTION (PHASE 2) EASEMENT PHASE 1 AREA OF WORK MAIN ENTRY FIRE ACCESS PATH ADA ACCESSIBLE PATH OF TRAVEL. PATHWAY TO COMPLY WITH ICC a117.1 STANDARDS. BUILDING SETBACKS EXISTING FIRE ACCESS ZONE 'NO PARKING FIRE LANE' WITH RED PAINTED CURB WIDENED RIGHT-OF-WAY (ROW) RIGHT-OF-WAY (ROW) WDO Off-Street Parking Ratio Standards. Table 3.05A The Phase 2 Classroom and CTE Addition will have a student capacity of 568 students. Combined with the existing WHS building (1,770 students), the total student capacity for Phase 2 will be 2,242 students. Based on WDO Table 3.05A, a minimum of 377 parking stalls are required. The Phase 2 parking count (477) exceeds this requirement by 103 stalls. Based on the Phase 2 parking count, and WDO Table 3.05B, a minimum of 9 Accessible spaces and two "Wheelchair User Only" spaces are required. Both requirements are met in the Phase 2 Parking Count. Per WDO 3.05.03E, a maximum of 20 bike racks are required for the existing high school. 24 are currently provided. The City is requesting 2 additional spaces per classroom for the addition scope of work. 18 new bike stalls are being added in Phase 1. Phase 2 includes 12 additional bike stalls to meet the increased classroom program. These new racks will be located within 50' of the Classroom Building addition and the existing High School main entrance. Based on Comprehensive Plan Goal H-1 at least two carpool/vanpool stalls located convenient to staff entrances is required. Two carpool/vanpool stalls have been designated by the Classroom Addition during Phase 2. Regular: ADA: Compact: Carpool: Total: Phase 2 Parking Count 390 20 65 2 477 Regular: ADA: Compact: Carpool: Total: Bike Parking: 390 20 65 2 477 54 19' - 0" 19' - 0" COMPACT PARKING SPACE AND STRIPING (PER WDO TABLE 3.05C; FIGURE 3.05C) STANDARD PARKING SPACE STANDARD PARKING SPACE 9' - 0" 8' - 6" 10' - 0" 8' - 6" 38' - 0" NEW 8' x 8'-6" PLANTING WELL (ALONG CURB) WITH NEW TREE; 6" CONCRETE CURBS Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 02/04/2020 Project # 90049 CU-A03 (PHASE 2) ENLARGED SITE PLAN 1" = 50'-0" 1 SITE PLAN - CONDITIONAL USE - MASTER PLAN 1" = 20'-0" 2 SITE PLAN - TYPICAL PARKING STALL DIMENSIONS PHASE 2 6 CLASSROOMS X 2 = 12 54 PHASE 1 9 CLASSROOMS X2 = 18 42 EXISTING 24 (20 MAX. PER WDO 3.05.03.E) 24 BICYCLE PARKING SPACES PER PHASE TOTAL SPACES ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- AD FIRST FLOOR 4' - 0" AD SECOND FLOOR 18' - 0" AD T.O.P. 34' - 0" AD T.O.S. 32' - 0" 8'-0" BLACK POWDER COATED SECURITY FENCE WITH GATE LS-2 LS-1 LS-1 EXISTING AIS BUILDING T.O. MECHANICAL SCREENING @ 41'-2" ABOVE FINISH GRADE PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) MECHANICAL EQUIPMENT AD FIRST FLOOR 4' - 0" AD SECOND FLOOR 18' - 0" AD T.O.P. 34' - 0" CTE FIRST 0' - 0" CTE T.O.P. 20' - 0" AD T.O.S. 32' - 0" 8'-0" BLACK POWDER COATED FENCE WITH GATE LS-1 LS-2 LS-1 T.O. MECHANICAL SCREENING @ 41'-2" ABOVE FINISH GRADE HORIZONTAL BRONZE ALUMINUM SHADES @ SOUTH FACADE VERTICAL BRONZE ALUMINUM SHADES @ EAST FACADE PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) MECHANICAL EQUIPMENT KEY PLAN ZONE B ZONE G 1 2 4 3 ZONE F ZONE A ZONE F ZONE E2 ZONE E1 ZONE D1 ZONE D2 ZONE C ZONE B FIBER CEMENT - ALLURA COLOR: MAHOGANY GRAIN LAP SIDING - 4" LAP EXPOSURE FIBER CEMENT - ALLURA COLOR: CAVALRY SMOOTH PANEL SIDING - 4'X8' PANEL W/ ALUMINUM REVEL EXTERIOR ELEVATIONS LEGEND LS-2 LS-1 PS-1 FIBER CEMENT - ALLURA COLOR: PACIFIC BLUE W/ 15% CUSTOM (BELOW) SMOOTH LAP SIDING - 8" LAP EXPOSURE CUSTOM COLORS: NOTE: COLORS ARE SHOWN AS AN APPROXIMATION TO TRUE MATERIAL COLOR ONLY. Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 01/20/2020 Project # 90049 CU-A07 EXTERIOR ELEVATIONS - ZONE A 1/8" = 1'-0" 1 NORTH ELEVATION - ZONE A - CONDITIONAL USE 1/8" = 1'-0" 2 EAST ELEVATION - ZONE A - CONDITIONAL USE 31% GLAZED SURFACE ON NORTH FACADE FACING HAZELNUT DR. (PER WDO 3.07.06) 15% GLAZED SURFACE ON EAST FACADE (DOES NOT FACE PUBLIC STREET) ---PAGE BREAK--- AD FIRST FLOOR 4' - 0" AD SECOND FLOOR 18' - 0" AD T.O.P. 34' - 0" AD T.O.S. 32' - 0" 03C LS-1 LS1 LS-2 LS-2 8'-0" BLACK POWDER COATED FENCE WITH GATE T.O. MECHANICAL SCREENING @ 41'-2" ABOVE FINISH GRADE HORIZONTAL BRONZE ALUMINUM SHADES @ SOUTH FACADE EMERGENCY EXIT STAIR PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) MECHANICAL EQUIPMENT CTE ROOF 17' - 6" AD FIRST FLOOR 4' - 0" AD SECOND FLOOR 18' - 0" AD T.O.P. 34' - 0" CTE FIRST 0' - 0" CTE T.O.P. 20' - 0" AD T.O.S. 32' - 0" PS-1 LS-2 LS-1 LS-2 LS1 8'-0" BLACK POWDER COATED FENCE WITH GATE T.O. MECHANICAL SCREENING @ 41'-2" ABOVE FINISH GRADE T.O. MECHANICAL SCREENING @ 23'-10" ABOVE FINISH GRADE HORIZONTAL BRONZE ALUMINUM SHADES @ SOUTH FACADE EMERGENCY EXIT STAIR MAIN ENTRY, SECURE VESTIBULE EXIT ONLY PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) MECHANICAL EQUIPMENT CANOPY FIBER CEMENT - ALLURA COLOR: MAHOGANY GRAIN LAP SIDING - 4" LAP EXPOSURE FIBER CEMENT - ALLURA COLOR: CAVALRY SMOOTH PANEL SIDING - 4'X8' PANEL W/ ALUMINUM REVEL EXTERIOR ELEVATIONS LEGEND LS-2 LS-1 PS-1 FIBER CEMENT - ALLURA COLOR: PACIFIC BLUE W/ 15% CUSTOM (BELOW) SMOOTH LAP SIDING - 8" LAP EXPOSURE CUSTOM COLORS: NOTE: COLORS ARE SHOWN AS AN APPROXIMATION TO TRUE MATERIAL COLOR ONLY. KEY PLAN ZONE B ZONE G 1 2 4 3 ZONE F ZONE A ZONE F ZONE E2 ZONE E1 ZONE D1 ZONE D2 ZONE C ZONE B Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 01/20/2020 Project # 90049 CU-A08 EXTERIOR ELEVATIONS - ZONE A 1/8" = 1'-0" 3 SOUTH ELEVATION - ZONE A - CONDITIONAL USE 1/8" = 1'-0" 4 WEST ELEVATION - ZONE A - CONDITIONAL USE 28% GLAZED SURFACE ON SOUTH FACADE. (DOES NOT FACE PUBLIC STREET)) 5% GLAZED SURFACE ON WEST FACADE (DOES NOT FACE PUBLIC STREET) ---PAGE BREAK--- KEY PLAN ZONE B ZONE G 2 3 1 5 4 ZONE F ZONE A ZONE F ZONE E2 ZONE E1 ZONE D1 ZONE D2 ZONE C ZONE B CTE ROOF 17' - 6" CTE FIRST 0' - 0" CTE T.O.P. 20' - 0" OPERABLE GARAGE DOORS PS-1 LS-1 LS-1 LS-1 T.O. MECHANICAL SCREENING @ 23'-10" ABOVE FINISH GRADE T.O. HS @ 32'-2" ABOVE FINISH GRADE T.O. HS @ 22'-0"" ABOVE FINISH GRADE MECHANICAL EQUIPMENT LS-2 LS-2 LS-2 CTE FIRST 0' - 0" CTE T.O.P. 20' - 0" LS-1 LS-2 LS-2 LS-1 LS-2 T.O. MECHANICAL SCREENING @ 23'-10" ABOVE FINISH GRADE HORIZONTAL BRONZE ALUMINUM SHADES @ SOUTH FACADE T.O. HS @ 22'-0"" ABOVE FINISH GRADE MECHANICAL EQUIPMENT CTE FIRST 0' - 0" CTE T.O.P. 20' - 0" PS-1 T.O. HS @ 32'-2" ABOVE FINISH GRADE ENTRY VESTIBULE TO CTE LS-2 CTE ROOF 17' - 6" CTE FIRST 0' - 0" CTE T.O.P. 20' - 0" NEW WINDOW OPENINGS IN EXTERIOR WALL CORRUGATED METAL CLAD CMU WALL T.O. HS @ 22'-0"" ABOVE FINISH GRADE NEW CONCRETE BUTTRESSES TO SUPPORT WALL FIBER CEMENT - ALLURA COLOR: MAHOGANY GRAIN LAP SIDING - 4" LAP EXPOSURE FIBER CEMENT - ALLURA COLOR: CAVALRY SMOOTH PANEL SIDING - 4'X8' PANEL W/ ALUMINUM REVEL EXTERIOR ELEVATIONS LEGEND LS-2 LS-1 PS-1 FIBER CEMENT - ALLURA COLOR: PACIFIC BLUE W/ 15% CUSTOM (BELOW) SMOOTH LAP SIDING - 8" LAP EXPOSURE CUSTOM COLORS: NOTE: COLORS ARE SHOWN AS AN APPROXIMATION TO TRUE MATERIAL COLOR ONLY. Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 01/20/2020 Project # 90049 CU-A09 EXTERIOR ELEVATIONS - ZONE B 1/8" = 1'-0" 1 NORTH ELEVATION - ZONE B - CONDITIONAL USE 1/8" = 1'-0" 2 SOUTH ELEVATION - ZONE B - CONDITIONAL USE 1/8" = 1'-0" 3 WEST ELEVATION - ZONE B - CONDITIONAL USE 1/8" = 1'-0" 4 NORTH ELEVATION - ZONE B COURTYARD - CONDITIONAL USE 36% GLAZED SURFACE ON NORTH FACADE FACING N. BULLDOG DR. (PER WDO 3.07.06) 30% GLAZED SURFACE ON SOUTH FACADE FACING STUDENT COURTYARD (DOES NOT FACE PUBLIC STREET) ---PAGE BREAK--- ZONE B ZONE A WOODBURN HIGH SCHOOL KEY PLAN AIS FIBER CEMENT - ALLURA COLOR: MAHOGANY GRAIN LAP SIDING - 4" LAP EXPOSURE FIBER CEMENT - ALLURA COLOR: CAVALRY SMOOTH PANEL SIDING - 4'X8' PANEL W/ ALUMINUM REVEL EXTERIOR ELEVATIONS LEGEND LS-2 LS-1 PS-1 FIBER CEMENT - ALLURA COLOR: PACIFIC BLUE W/ 15% CUSTOM (BELOW) SMOOTH LAP SIDING - 8" LAP EXPOSURE CUSTOM COLORS: NOTE: COLORS ARE SHOWN AS AN APPROXIMATION TO TRUE MATERIAL COLOR ONLY. Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 01/20/2020 Project # 90049 CU-A10 EXTERIOR - CLASSROOM ADDITION 1 CLASSROOM ADDITION - MAIN ENTRY / SOUTHWEST CORNER 2 CLASSROOM ADDITION - NORTHEAST CORNER PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) HORIZONTAL BRONZE ALUMINUM SHADES @ SOUTH FACADE COVERED WALKWAY - ALL COLUMNS TO REMAIN CLEAR OF EASEMENTS (MAINTAIN 14'-0" CLEARANCE) EMERGENCY EXIT EXTERIOR STAIR MAIN ENTRY, SECURED VESTIBULE MECHANICAL EQUIPMENT SCREENED WHEN VISIBLE FROM GROUND VIEW. 1 2 PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) VERTICAL BRONZE ALUMINUM SHADES @ EAST FACADE PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) MECHANICAL EQUIPMENT SCREENED WHEN VISIBLE FROM GROUND VIEW. FC-1 FC-1 ---PAGE BREAK--- ZONE B ZONE A WOODBURN HIGH SCHOOL KEY PLAN AIS FIBER CEMENT - ALLURA COLOR: MAHOGANY GRAIN LAP SIDING - 4" LAP EXPOSURE FIBER CEMENT - ALLURA COLOR: CAVALRY SMOOTH PANEL SIDING - 4'X8' PANEL W/ ALUMINUM REVEL EXTERIOR ELEVATIONS LEGEND LS-2 LS-1 PS-1 FIBER CEMENT - ALLURA COLOR: PACIFIC BLUE W/ 15% CUSTOM (BELOW) SMOOTH LAP SIDING - 8" LAP EXPOSURE CUSTOM COLORS: NOTE: COLORS ARE SHOWN AS AN APPROXIMATION TO TRUE MATERIAL COLOR ONLY. Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t [PHONE REDACTED] f [PHONE REDACTED] WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 01/20/2020 Project # 90049 CU-A11 EXTERIOR - CTE ADDITION OVERHEAD GARAGE DOORS EXISTING WHS BUILDING EXISTING WHS BUILDING 2 CTE ADDITION LOOKING NE (CTE COURTYARD) 1 CTE ADDITION LOOKING SW 1 2 4' x 8' FIBER CEMENT ARCHITECTURAL PANEL W/ ALUMINUM REVELS HORIZONTAL BRONZE ALUMINUM SHADES @ SOUTH FACADE PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) FC-1 MECHANICAL EQUIPMENT SCREENED WHEN VISIBLE FROM GROUND VIEW. PER WDO 3.07.06B, FACADE MASS BROKEN BY WALL OFFSETS AND VARYING PARAPET CAP DETAILING @ FC-1 & FC-2, 12" @ FC-3) FC-1 ---PAGE BREAK--- Copyright 2019 Oh planning+design, architecture PLANNING+DESIGN, OH ARCHITECTURE WSD HS CTE & CLASSROOM ADDITION 1785 N. FRONT ST. WOODBURN, OR 97071 CONDITIONAL USE DATE: 12/09/2019 Project # 90049 CU-E02 SITE FIXTURE CUT SHEETS Attachment 108 Sheet 12 of 12