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Final Decision Planning Commission File number(s): CU 22-05, DR 22-20, & SA 22-13 Project name: Heritage E.S. / Valor M.S. open-air shelters Date of decision: April 13, 2023 Applicant: Joanne Rimkeit, Project Manager, Soderstrom Architects, Ltd., 1331 NW Lovejoy St, Suite 775, Portland, OR 97209 Landowner: Woodburn School District, 1390 Meridian Dr, Woodburn, OR 97071 (c/o Casey Woolley, Director of Safety and Operations) Site location: 440 & 450 Parr Rd; Tax Lot 052W130000500 Summary: The Planning Commission held a public hearing on April 13, 2023 and unanimously approved the consolidated applications package (Type III) with the conditions recommended by staff through the staff report published April 6. The request is for conditional use, design review, and street adjustment application types to construct open-air shelters for outdoor play. (The open-air shelters are a conditional use because of CU 2019-02 Condition of Approval C11 parts a, f, & h that in October 2019 established thresholds of development enough that the shelters required additional CU review.) The subject property is in the Public and Semi-Public (P/SP) zoning district. One party testified (besides the applicant). See the table below in the “Testifiers” section. Section references are to the Woodburn Development Ordinance (WDO). ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 2 of 9 Conditions of Approval: General G1. As part of building permit application, the applicant shall submit revised site plans meeting the conditions of approval and obtain Planning Division approval through sign-off on permit issuance. The applicant shall submit a cover letter indicating what specific plans sheets or document page numbers demonstrate how the submittal meets each condition. G2. The applicant or successors and assigns 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: Attachment 201 serves as a dictionary or glossary defining certain abbreviations, acronyms, phrases, terms, and words in the context of the conditions of approval. The 200 series of attachments are as binding as the conditions of approval in the main body of the final decision. G4. ROW/easements: Recordation of required right-of-way (ROW) and public easements is due by building permit issuance. G5. Recordation due dates: The applicant shall apply to the County for recordations of items that the City requires no later than 6 months prior to expiration of the land use approval as WDO 4.02.04B establishes, and shall complete recordations no later than three years past the land use “final decision” date. The due date to complete recordations shall not supersede when recordations are due relative to the building permit stage. G6. Administration: a. Conformance: That a land use approval does not reiterate any and each particular detail, provision, requirement, rule, spec, or standard from any of the WDO, other ordinances, resolutions, public works construction code, or department policies does not exempt development from conformance with them. b. Copies: The developer, including any succeeding contract, shall provide copies of documentation that a City staff person requests regardless if the documentation source is another City staff person or department. c. Fees: The developer shall pay fees per Attachment 201. ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 3 of 9 Conditional Uses 22-05 C1. Fence/fencing/free-standing wall: Regarding any altered or new chain-link fence anywhere on site, if and where 2.06.02D.2 requires coating, it shall be a color other than black or charcoal. C2. Driveway gate/gating: If any of the driveways were later to be gated: a. The gate shall be set back from ROW either min 18 ft from street face of curb, or at edge of streetside PUE if the Public Works Director in writing directs. b. A fence permit shall be required, assuming at the time that the WDO would continue to require the permit type. C3. Architecture: a. Color: Wall color of the two open-air shelters for outdoor play shall be other than gray. (This does not preclude an off-white color.) b. Pattern: Standing seam metal gable ends of the shelter roofs shall have min two patterns, of which one shall have a min vertical extent of 9 ft. c. Clearance: Min vertical clearance between grade and the bottom of the standing seam metal sides that extend down from the roof of each shelter shall be 9.5 ft. C4. 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. C5. 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 10,000 sq ft or more, the number of buildings (excluding modulars) by 2 or more, the number of modular buildings by 1 or more, and the number of classrooms by 6 or more; b. Net increase in open-air shelter area of 10,000 sq ft or larger; c. Increase in off-street parking by 12 or more stalls, even if the existing supply were in excess of the minimum required ratio(s); d. Net Increase in impervious surface totaling at least 2½ acres; e. Any proposal necessitating a Type III or IV land use application type; f. City adoption of a unified development ordinance replacing the WDO were to have intervened; ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 4 of 9 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. Design Reviews DR 22-20 D1. Grading: If WDO 5.01.04B is applicable, then prior to building permit issuance the applicant shall apply for and obtain a grading permit from the Planning Division. ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 5 of 9 Street Adjustments 22-13 The Street Adjustment request is approved per the following conditions: SA1. ROW & PUE: a. ROW: The development is exempt from ROW dedication that WDO 3.01.01A, 3.01.04B, and the applicable street cross section figure(s) within 3.01 would have required. b. PUE: The development is exempt from granting of streetside PUE that WDO 3.02 would have required. SA2. Whereas: a. The Street Adjustment (SA) land use application type was formerly known as Street Exception (EXCP) until WDO legislative amendment LA 21-01 via Ordinance No. 2602 adopted May 9, 2022; b. The amendment added 4 criteria (WDO 5.02.04C.5-8) and a few factors; c. Minimal half-street improvements exist per WDO 3.01.03C.1 and 5.02.04D, and so a variance (VAR) would not also have been required; d. The applicant submitted a narrative addressing the criteria; e. The applicant is a public school district; and f. The criteria are met; Now, therefore, the development is exempt from street improvements that WDO 3.01.0B & D, 3.01.02, 3.01.04A, and Figure 3.01D would have required. ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 6 of 9 Notes to the Applicant: 1. Records: Staff recommends that the applicant retain a copy of the subject approval. 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 private signage, which is subject to WDO 3.10 and the permit process of 5.01.10. 4. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. Contact Planning Division staff at least three City business days prior to a desired date of planning and zoning inspection of site improvements. This is required and separate from and in addition to the usual building code and fire and life safety inspections. Note that Planning staff are not primarily inspectors, do not have the nearly immediate availability of building inspectors, and are not bound by any building inspector’s schedule or general contractor convenience. 5. Technical standards: a. Context: A reader shall not construe a land use condition of approval that reiterates a City technical standard, such as a PW standard, to exclude remaining standards or to assert that conditions of approval should have reiterated every standard the City has in order for those standards to be met. b. Utilities: A condition involving altered or additional sidewalk or other frontage/street improvement that would in the field result in displacement or relocation of any of utility boxes, cabinets, vaults, or vault covers does not exempt the developer from having to move or pay to move any of these as directed by the City Engineer and with guidance from franchise utilities. 6. 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. 7. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Public Works storm water practices and the Storm Drainage Master Plan. 8. 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 current Public Works construction specifications, Standard Drawings, Standard Details, and general conditions of a permit type issued by the Public Works Department. 9. Franchises: The applicant provides for the installation of all franchised utilities in any required easements. ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 7 of 9 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. Grease Interceptor/Trap: If applicable, a grease trap would need to be installed on the sanitary service, either as a central unit or in a communal kitchen/food preparation area. Contact Marion County Plumbing Department for permit and installation requirements, (503) 588-5147. 12. Fire: Fire protection requirements must comply with Woodburn Fire District standards and requirements, including how the District interprets and applies Oregon Fire Code (OFC). 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. 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 Cassandra Martinez, Administrative Specialist, at (503) 982-5246 or [EMAIL REDACTED]. ---PAGE BREAK--- CU 22-05 Heritage E.S. / Valor M.S. open-air shelters – Planning Commission Final Decision - Page 8 of 9 Testifiers: Name Address Planning Commission Written Verbal Tina Stinnett 180 S. 2nd St, Woodburn, OR 97071 x ---PAGE BREAK--- ---PAGE BREAK--- Attachment 102A The City Engineer submitted no Public Works comments before the staff report deadline. ---PAGE BREAK--- NOT FOR CONSTRUCTION DATE FILE PATH: Drawing Title Project Number Date Issuance Stamp 1331 NW Lovejoy St, #775 Portland, OR 97209 T [PHONE REDACTED] F [PHONE REDACTED] sdra.com Consultant Project Sheet No Valor MS & Heritage ES 450 Parr Rd NE, Woodburn,OR 97071 440 Parr Rd NE, Woodburn,OR 97071 12/16/2022 10:44:36 AM C:\Users\priyak\Documents\20021 Woodburn covered play st_ r21_LANDUSE_priya_2.rvt VALOR MS & HERITAGE ES - SITE PLAN A1.01-V 22021 12.16.2022 LAND USE Woodburn School District Covered Play Structure Additions Revisions No. Description Date PROPOSED COVERED PLAY STRUCTURE 1,190 SF VALOR MIDDLE SCHOOL BUILDING ANNEX BUILDING 23,825 SF PROPOSED COVERED PLAY STRUCTURE 8,844 SF PLAYFIELDS PARKING BUS LOOP AND EMERGENCY ACCESS ((E)HARD SURFACE PLAY PARR RD NE PARKING HERITAGE ELEMENTARY SCHOOL BUILDING 935'-8" 674'-10" 1600'-10" 57'-7" 45'-8" 114'-1" 382'-0" 673'-3" 1218'-9" BUILDING 1,808 SF 149,993 SF PLAYGROUND DETENTION POND PARKING FIRE ACCESS PROPERTY LINE PROPERTY LINE 76'-7" 72'-5" 8'-4" 12'-7" 6" 6" 568'-5" 114'-2" 1129'-6" 1135'-0" 578'-4" NORTH A1.01-V ( 1" = 80'-0" ) ARCHITECTURAL SITE PLAN 1 ---PAGE BREAK--- 1-VI 5-VI A-VI E-VI 2-VI 3-VI B-VI C-VI D-VI 4-VI 1 A2.02-V 7 A2.02-V 8 A2.02-V 4 A2.02-V 24'-0" 24'-6" 24'-6" 24'-0" 21'-9" 21'-9" 21'-9" 21'-9" 87'-0" STEEL COLUMN, PAINTED PAINTED STRIPING STRUCTURE SUPPORTED BASKETBALL HOOP 97'-0" EXISTING GYM BUILDING 90'-0" VERIFY 27'-2" EXISTING ASPHALT CONCRETE SAFETY MATS AT COLUMN, TYP EXISTING TILT-UP CONCRETE WALL 3 A3.01-V WALL LINE 89'-2" 99'-2" 1-VI 5-VI A-VI E-VI 2-VI 3-VI B-VI C-VI D-VI 4-VI 99'-2" 89'-2" EXISTING GYM BUILDING 2 1/2" / 12" 2 1/2" / 12" PRE-FINISHED STANDING SEAM METAL ROOF 3 A3.01-V DOWNSPOUT DOWNSPOUT 1-VII 2-VII 4-VII 3-VII A-VII B-VII 2 A2.02-V 6 A2.02-V 5 A2.02-V 3 A2.02-V 22'-4" 22'-0" 22'-4" 66'-8" 16'-1" EXISTING COVERED PLAY STRUCTURE 68'-0" 6" EXISTING ASPHALT CONCRETE STEEL COLUMN, PAINTEDS EXISTING CMU WALL TO BE DEMOLISEHD 3 A3.01-V WALL LINE 17'-6" 1-VII 2-VII 4-VII 3-VII A-VII B-VII EXISTING COVERED PLAY STRUCTURE PRE-FINISHED STANDING SEAM METAL ROOF 3" / 12" 3 A3.01-V DOWNSPOUT STANDING SEAM METAL ROOF-GA 24 MBCI-SNOW WHITE METAL TRIM, GUTTER-GA 22 METAL DOWNSPOUT-RECTANGULAR SAFETY MAT PAINTED STEEL COLUMN METAL WALL PANEL-GA 24 MBCI PBU-ALMOND NOT FOR CONSTRUCTION DATE FILE PATH: Drawing Title Project Number Date Issuance Stamp 1331 NW Lovejoy St, #775 Portland, OR 97209 T [PHONE REDACTED] F [PHONE REDACTED] sdra.com Consultant Project Sheet No Valor MS & Heritage ES 450 Parr Rd NE, Woodburn,OR 97071 440 Parr Rd NE, Woodburn,OR 97071 12/16/2022 4:05:23 PM C:\Users\priyak\Documents\20021 Woodburn covered play st_ r21_LANDUSE_priya_2.rvt VALOR MS & HERITAGE ES FLOOR AND ROOF PLANS A2.01-V 22021 12.16.2022 LAND USE Woodburn School District Covered Play Structure Additions A2.01-V ( 1/8" = 1'-0" ) OVERALL FLOOR PLAN - VALOR MS 1 A2.01-V ( 1/8" = 1'-0" ) OVERALL ROOF PLAN - VALOR MS 2 A2.01-V ( 1/8" = 1'-0" ) OVERALL FLOOR PLAN - HERITAGE ES 3 A2.01-V ( 1/8" = 1'-0" ) OVERALL ROOF PLAN - HERITAGE ES 4 NORTH NORTH NORTH NORTH Revisions No. Description Date MATERIALS LEGEND ---PAGE BREAK--- LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" 1-VI 5-VI 2-VI 3-VI 4-VI GUTTER AND DOWNSPOUT PRE-FINISHED STANDING SEAM METAL ROOF STEEL COLUMN, PAINTED 2 1/2" / 12" 2 1/2" / 12" VERIFY 29'-9" SAFETY MATS AT COLUMN, TYP EXISTING GYM BUILDING PROFILE 9'-6" 9'-6" 10'-9" LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" 1-VI 5-VI 2-VI 3-VI 4-VI GUTTER AND DOWNSPOUT PRE-FINISHED STANDING SEAM METAL ROOF STEEL COLUMN, PAINTED PRE-FINISHED METAL WALL PANELS VERIFY 29'-9" EXISTING GYM BUILDING BEYOND SAFETY MATS AT COLUMN, TYP 2 1/2" / 12" 2 1/2" / 12" 5'-0" 10'-9" 9'-6" LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" A-VI E-VI B-VI C-VI D-VI PRE-FINISHED STANDING SEAM METAL ROOF STEEL COLUMN, PAINTED PRE-FINISHED METAL WALL PANELS EXISTING GYM BUILDING VERIFY 29'-9" 9'-6" 9'-6" SAFETY MATS AT COLUMN, TYP 5'-0" SIESMIC JOINT COVER 10'-9" LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" A-VI E-VI B-VI C-VI D-VI PRE-FINISHED STANDING SEAM METAL ROOF STEEL COLUMN, PAINTED PRE-FINISHED METAL WALL PANELS SAFETY MATS AT COLUMN, TYP VERIFY 29'-9" EXISTING GYM BUILDING GUTTER AND DOWNSPOUT 5'-0" 9'-6" 9'-6" 10'-9" SIESMIC JOINT COVER LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" 1-VII 2-VII 4-VII 3-VII PRE-FINISHED STANDING SEAM METAL ROOF STEEL COLUMN, PAINTED SAFETY MATS AT COLUMN, TYP 5'-0" 9'-6" 9'-6" 5'-1" LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" 1-VII 2-VII 4-VII 3-VII STEEL COLUMN, PAINTED EXISTING COVERED PLAY STRUCTURE BEYOND PRE-FINISHED STANDING SEAM METAL ROOF SAFETY MATS AT COLUMN, TYP GUTTER AND DOWNSPOUT 5'-0" 24'-1" 5'-1" 9'-6" 9'-6" LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" A-VII B-VII STEEL COLUMN, PAINTED PRE-FINISHED METAL WALL PANELS EXISTING COVERED PLAY STRUCTURE PRE-FINISHED STANDING SEAM METAL ROOF SAFETY MATS AT COLUMN, TYP 3" / 12" 5'-0" SEISMIC JOINT COVER 5'-1" 9'-6" 9'-6" 24'-1" LEVEL 1 0" LEVEL 2 19'-0" WALLBASE LEVEL 9'-6" A-VII B-VII PRE-FINISHED STANDING SEAM METAL ROOF GUTTER AND DOWNSPOUT STEEL COLUMN, PAINTED PRE-FINISHED METAL WALL PANELS SAFETY MATS AT COLUMN, TYP EXISTING COVERED PLAY STRUCTURE 5'-0" 3" / 12" SEISMIC JOINT COVER STANDING SEAM METAL ROOF-GA 24 MBCI-SNOW WHITE METAL TRIM, GUTTER-GA 22 METAL DOWNSPOUT-RECTANGULAR SAFETY MAT PAINTED STEEL COLUMN METAL WALL PANEL-GA 24 MBCI PBU-ALMOND NOT FOR CONSTRUCTION DATE FILE PATH: Drawing Title Project Number Date Issuance Stamp 1331 NW Lovejoy St, #775 Portland, OR 97209 T [PHONE REDACTED] F [PHONE REDACTED] sdra.com Consultant Project Sheet No Valor MS & Heritage ES 450 Parr Rd NE, Woodburn,OR 97071 440 Parr Rd NE, Woodburn,OR 97071 12/16/2022 4:05:28 PM C:\Users\priyak\Documents\20021 Woodburn covered play st_ r21_LANDUSE_priya_2.rvt VALOR MS & HERITAGE ES EXT ELEVATIONS & VIEWS A2.02-V 22021 12.16.2022 LAND USE Woodburn School District Covered Play Structure Additions A2.02-V ( 3/32" = 1'-0" ) NORTH ELEVATION - VALOR MS 1 A2.02-V ( 3/32" = 1'-0" ) SOUTH ELEVATION - VALOR MS 4 A2.02-V ( 3/32" = 1'-0" ) EAST ELEVATION - VALOR MS 7 A2.02-V ( 3/32" = 1'-0" ) WEST ELEVATION - VALOR MS 8 A2.02-V ( 3/32" = 1'-0" ) NORTH ELEVATION - HERITAGE ES 2 A2.02-V ( 3/32" = 1'-0" ) SOUTH ELEVATION - HERITAGE ES 5 A2.02-V ( 3/32" = 1'-0" ) EAST ELEVATION - HERITAGE ES 3 A2.02-V ( 3/32" = 1'-0" ) WEST ELEVATION - HERITAGE ES 6 ORTHOGRAPHIC VIEW 9 MATERIALS LEGEND Revisions No. Description Date ---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--- CUs 22-05 & 06, etc. Staff Report / Final Decision Attachment 201 Page 1 of 2 CUs 22-05 & 06 schools open-air shelters: Attachment 201: Conditioned Fees All of the following conditioned fees are due as applicable, whether or not mentioned directly by a condition of approval. Part A. Fee Provisions 1. Any and all conditioned fees are in addition to, and not in place or as discounts of, any existing charge or fee however termed ordinarily assessed based on any existing ordinance, resolution, or administrative policy, inc. adopted fee schedules. If and when the City amends any ordinance, resolution, or administrative policy, inc. a fee schedule, to increase a charge or fee that is the same kind of charge or fee that is conditioned, the amended charge or fee amount would exceed the amount conditioned, and the increase takes effect before the conditioned fee is due, then the developer shall pay the greater amount. 2. Payments of conditioned fees shall reference a final decision case file number and the condition of approval letter/number designation, be it in a check memo field or through a cover or transmittal letter. 3. For fees due by building permit issuance, a developer may request the Director to allocate payments the same as allowed for fees in-lieu by WDO 4.02.12A.2, specifically, to pay across issuance of two or more structural building permits for the subject development. For all administrative and logistical questions about payment of land use conditioned fees outside the context of assessment and payment through building permit, the developer is to contact the Administrative Assistant at (503) 982-5246 and refer to this attachment within the applicable CU case file number final decision. For payment method policy details, the developer is to contact the Finance Department at (503) 982-5222, option zero, for payment method policy details. ---PAGE BREAK--- CUs 22-05 & 06, etc. Staff Report / Final Decision Attachment 201 Page 2 of 2 Part B. Fee Table Table 201B. Fee Table Condition Reference Fee Type Amount Context Timing Staff Tracking: G6c through this 200 series attachment Public Works Dept. (PW), or ODOT as applicable, civil engineering plan (CEP) review: Review by Planning Division $250; $346 Original/1st submittal; each subsequent inc. deferral/piecemeal Upon CEP application to PW Inspections by Planning Division $75; $346 1st inspection or each subsequent Inspection requests related to public (street) improvements and building permits [General ledger (GL) account [PHONE REDACTED] “Developer Contributions”.]