Document Woodburn_doc_3d32ac8d5a

File number(s): Project name: Date of decision: Date of mailing: Applicant: Landowner: Site location: Summary: ~ W.99D~,V~N Incorporated 1889 Final Decision Planning Commission DR 22-03, EXCP 22-02, & VAR 22-04 Woodburn II Assisted Living Facility December 8, 2022 December~ 2022 Terri Waldroff, WMC Holding Company, LLC WMC Holding Company II LLC 2355 N. Boones Ferry Rd (Tax Lot 051W07BA00900) The Planning Commission held a public hearing on December 8, 2022 and unanimously approved the Design Review (DR), Exception to Street Right of Way and Improvement Requirements ("Street Exception", EXCP), and Variance (VAR) application package with the conditions recommended by staff through the staff report published December 1. No testimony was received by proponents or opponents. The subject property, 2355 N. Boones Ferry Rd, is an undeveloped 1.59-acre property in the Medium Density Residential (RM) zoning district. The Planning Commission approved a two-story, 46-unit assisted living facility with site landscaping and parking improvements. Access is shared with the adjacent property to the south. The Commission approved the applicant's Street Exception requests to maintain the existing sidewalk configuration for N. Boones Ferry Road and Country Club Road, as well as the applicant's Variance request to maintain the existing bike lane along Country Club Road in lieu of an on- street parking lane. ---PAGE BREAK--- " I; ! i I 'I il ! • : ~ avo~ smJ AijlNnoJ [ - : i. I . Site plan. Page 2 of 7 ---PAGE BREAK--- Conditions of Approval Section references are to the Woodburn Development Ordinance (WDO). 1. Substantial Conformance: The applicant or successor shall develop the property in substantial conformance with the final plans submitted and approved with this application, except as modified by these conditions of approval. 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. 2. Fence Permit: To demonstrate conformance with WOO 2.06.02 and 5.01.03, the applicant shall submit application for and obtain approval of a Fence Permit prior to building permit issuance. 3. Grading Permit: Prior to beginning any grading work on-site, the applicant shall apply for and obtain a Grading Permit per WOO 5.01.04. 4. Sign Permit: To demonstrate conformance with WOO 3.10 and 5.01.10, submit application for and obtain approval of a Sign Permit for each new sign prior to building permit issuance. 5. Addressing: Prior to building permit issuance, the applicant shall submit an Address Assignment Request Form, with accompanying fee payment and materials, to the Community Development Department to begin the process of getting addresses assigned for the units. 6. Country Club Road improvements: To meet WDO 3.01.0lA and Figure 3.0lE, dedicate right-of-way along the property frontage to achieve 33 feet of width from centerline and plant six street trees. Street trees shall be medium size per Table 3.06B and not a species listed in Table 3.06C. The dedication is due prior to building permit issuance, the street trees are due prior to building permit final inspection. 7. Public utility easement: To meet WOO 3.02.0lB, grant a 5-foot wide public utility easement along the widened Country Club Road frontage. This can be accomplished by revising the existing public utility easement to account for the right-of-way dedication or by granting a new public utility easement. This is due prior to building permit issuance. 8. Street lighting: Pursuant to WDO 3.02.03A, adjacent street lighting shall comply with City of Woodburn and Portland General Electric (PGE) standards and specifications. The applicant shall either provide documentation to the attention of the Public Works Page 3 of 7 ---PAGE BREAK--- Department indicating that existing illumination complies with the standards or install new lighting to conform. 9. Underground utilities: Pursuant to WDO 3.02.04, all utility services to and within the development shall be underground. 10. Shared parking agreement: Pursuant to WDO 3.05.02B2 & E2, submit to the City for review a shared parking agreement between the subject property and the adjacent property to the south {2325 N. Boones Ferry Road, Tax Lot 051W07BD08300). After obtaining approval, record the agreement with Marion County. 11. Exterior lighting: Pursuant to WDO 3.05.02L3, all exterior lighting fixtures shall be full cut off or fully shielded. 12. Tree replacement: If the street tree north of the driveway along N. Boones Ferry Road is removed, plant a replacement tree in the same general area prior to building permit final inspection. The replacement tree shall be large size per Table 3.06B and not a species listed in Table 3.06C. 13. Architectural walls: To meet WDO Table 3.06D, revise design drawings for the generator enclosure and perimeter screening wall to demonstrate conformance with the color and articulation standards in 3.06.06B. This is due prior to building permit issuance. 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. Permits: Permits are applied for using the Oregon ePermitting on line permit system. The City Building Division administers building and mechanical permits; Marion County Public Works administers plumbing and electrical permits. 2. Demolition Permits: Demolition of any existing structures may require Demolition Permit approval through the Building Division. 3. Records: Staff recommends that the applicant retain a copy of the subject approval. 4. Fences, fencing, & free-standing walls: The approval excludes any new fences, fencing, & free-standing walls, which are subject to WDO 2.06 and the permit process of 5.01.03. Page 4 of 7 ---PAGE BREAK--- 5. Signage: The approval excludes any signage, which is subject to WDO 3.10 and the permit process of 5.01.10. 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. 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. 8. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Oregon Department of Transportation (ODOT), Public Works storm water practices and the Storm Drainage Master Plan. The applicant shall provide a final hydraulic analysis for the development and collection system, including the capacity of the proposed storm sewer system. All required on-site detention area for the runoff from this site will need to be provided in accordance with the hydraulic analysis. The detention system is to be maintained by the applicant in perpetuity. 9. 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, ODOT, as well as current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. 10. Franchises: The applicant provides for the installation of all franchised utilities and any required easements. 11. 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 Page 5 of 7 ---PAGE BREAK--- 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. 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. SDCs: The developer pays System Development Charges prior to building permit issuance. Page6of7 ---PAGE BREAK--- 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, pursuant to Section 4.02.05, has been approved. Appeals Per WDO 4.01.llE, 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 final decision notice per 4.02.0lBl. 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 the Planning Division at (503) 982-5246 or [EMAIL REDACTED]. Date Lisa Ellsworth, Vice-Chair, Planning Commission Date attachments: 1. Site Plans (Planning Commission Staff Report Attachment 105) Page 7 of7 ---PAGE BREAK--- PROJECT NUMBER DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:20:52 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 COVER SHEET CS CS AMA TEAM OWNER TEAM ARCHITECTURAL ANKROM MOISAN ARCHITECTS 38 NORTHWEST DAVIS SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] [EMAIL REDACTED] PRINCIPAL [PHONE REDACTED] [EMAIL REDACTED] MARK MILLER PROJECT MANAGER SARAH STEVENS PROJECT ARCHITECT JACLYN BENGE [PHONE REDACTED] www.ankrommoisan.com [PHONE REDACTED] LANDSCAPE OTTEN & ASSOCIATES 3933 S KELLY AVE SUITE B PORTLAND, OR 97239 PRINCIPAL [PHONE REDACTED] [EMAIL REDACTED] ERIN HOLSONBACK [PHONE REDACTED] www.ottenla.com STRUCTURAL IMEG CORP. 1022 SW SALMON STREET SUITE 300 PORTLAND, OR 97205 STRUCTURAL ENGINEER [PHONE REDACTED] [EMAIL REDACTED] NATHAN HOESLY, PE, SE [PHONE REDACTED] www.imegcorp.com CIVIL AAI ENGINEERING 4875 SW GRIFFITH DRIVE SUITE 100 BEAVERTON, OR 97005 SENIOR PROJECT MANAGER [PHONE REDACTED] [EMAIL REDACTED] NORM SCHEG [PHONE REDACTED] www.aaieng.com MEP SAZAN GROUP, INC 111 SW 5TH AVE SUITE 3210 PORTLAND, OR 97204 MANAGING PRINCIPAL [PHONE REDACTED] [EMAIL REDACTED] DANIEL TOUGER, PE [PHONE REDACTED] www.SAZAN.com OWNERS WMC HOLDING CO, LLC 1800 BLANKENSHIP RD., #475 WEST LINN, OR 97068 [PHONE REDACTED] [EMAIL REDACTED] [EMAIL REDACTED] TERRI WALDROFF RON ZIEBART [PHONE REDACTED] INTERIORS ANKROM MOISAN ARCHITECTS 38 NORTHWEST DAVIS SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] [EMAIL REDACTED] PRINCIPAL [PHONE REDACTED] [EMAIL REDACTED] CINDY SCHAUMBERG DESIGNER JENNA MOGSTAD [PHONE REDACTED] www.ankrommoisan.com CONTRACTOR FOOD SERVICE SMITH AND GREENE 521 8TH STREET SW #D AUBURN WA 98001 FED ACCOUNT MANAGER [PHONE REDACTED] [EMAIL REDACTED] DEBORAH BANNISTER [PHONE REDACTED] REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 PROJECT DESCRIPTION: ZONING INFORMATION: CODES: DEFERRED SUBMITTALS: SEPARATE PERMITS: VICINITY MAP SITE LOCATION WOODBURN ASSISTED LIVING TAX LOT ID NUMBER: 051W07BA00900 RM - MEDIUM DENSITY RESIDENTIAL SHOP FABRICATED WOOD TRUSSES FIRESTOPPING WOOD I-JOIST GLUED-LAMINATED CONSTRUCTION ACOUSTICAL CEILINGS: CEILING SUSPENSION SYSTEM WOOD TIE-DOWN SYSTEM FIRE SUPPRESSION FOR TYPE 1 HOOD FIRELINE UNDERGROUND DIRECTIONAL SIGN FIRE SUPPRESSION SPRINKLER SYSTEM FIRE DETECTION AND ALARM THIS PROJECT IS A TWO STORY SENIOR ASSISTED LIVING FACILITY BEING CONSTRUCTED NEXT DOOR TO AN EXISTING ASSOCIATE MEMORY CARE FACILITY ON THE SAME CAMPUS. THE BUILDING CONSISTS OF 46 UNITS (51 BEDS) AND INCLUDES A COMMERICAL KITCHEN, DINING AREA, RESIDENTIAL LAUNDRY FACILITIES. THE PROGRAM ALSO INCLUDES COMMON AREAS, INCLUDING MAIL, BISTRO/LIVING ROOM, LOUNGE/THEATER, FITNESS, HAIR/NAIL SERVICES AND ACTIVITY ROOMS. 2019 OREGON STRUCTURAL SPECIALTY CODE 2019 OREGON MECHANICAL SPECIALTY CODE 2021 OREGON PLUMBING SPECIALTY CODE 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE 2017 NATIONAL ELECTRICAL CODE 2019 OREGON FIRE CODE 2010 AMERICANS WITH DISABILITIES ACT 2019 OREGON STRUCTURAL SPECIALTY CODE CH. 11 & ICC A117.1 1998 FAIR HOUSING ACT 2011 OREGON ELEVATOR SPECIALTY CODE PERMITS: FACILITIES PLANNING & SAFETY: PR# 22-016 CITY OF WOODBURN: PLANNING DIVISION: DESIGN REVIEW: DR 22-03 STREET EXCEPTION: EXCP 22-02 PROPERTY LINE ADJUSTMENT: PLA 22-03 VARIANCE: VAR 22-04 BUILDING DIVISION: TBD 9/2/2022 ATTACHMENT 105 ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:20:55 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 SHEET INDEX & UNIT MATRIX G0.01 G0.01 NUMBER SHEET NAME 12/30/21 PRICING SET 2/15/22 DR SET 6/3/22 ADDENDUM 01 S1.00 GENERAL NOTES AND SHEET INDEX ■ S1.01 SYMBOLS AND ABBREVIATIONS ■ S2.00 OVERALL FOUNDATION PLAN ■ S2.00A FOUNDATION PLAN - SECTOR A ■ S2.00B FOUNDATION PLAN - SECTOR B ■ S2.12 SECOND FLOOR FRAMING PLAN ■ S2.12A SECOND FLOOR FRAMING PLAN - SECTOR A ■ S2.12B SECOND FLOOR FRAMING PLAN - SECTOR B ■ S2.20 ROOF FRAMING PLAN ■ S2.20A ROOF FRAMING PLAN - SECTOR A ■ S2.20B ROOF FRAMING PLAN - SECTOR B ■ S3.00 STAIR FRAMING PLANS ■ S4.00 TYPICAL CONCRETE DETAILS ■ S5.00 TYPICAL WOOD DETAILS ■ S5.01 TYPICAL CFS DETAILS ■ S5.02 TYPICAL FLOOR FRAMING DETAILS ■ S5.03 FLOOR AND LOWER ROOF FRAMING DETAILS ■ S5.10 TYPICAL ROOF FRAMING DETAILS ■ 06 MECHANICAL M0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX ■ M0.01 MECHANICAL LEGEND ■ M0.02 MECHANICAL SCHEDULES ■ M0.03 MECHANICAL SCHEDULES ■ M2.11 MECHANICAL - FIRST FLOOR PLAN ■ M2.12 MECHANICAL - SECOND FLOOR PLAN ■ M2.13 MECHANICAL - ROOF PLAN ■ M3.11A MECHANICAL HVAC - FIRST FLOOR PLAN - AREA A ■ M3.11B MECHANICAL HVAC - FIRST FLOOR PLAN - AREA B ■ M3.12A MECHANICAL HVAC - SECOND FLOOR PLAN - AREA A ■ M3.12B MECHANICAL HVAC - SECOND FLOOR PLAN - AREA B ■ M3.13A MECHANICAL - ROOF PLAN - AREA A ■ M3.13B MECHANICAL - ROOF PLAN - AREA B ■ 07 ELECTRICAL E0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX ■ E0.01 LEGENDS ■ E0.02 CODE/PERMIT ■ E0.03 ELECTRICAL LIGHTING SCHEDULE ■ ■ E0.04 MECHANICAL EQUIPMENT CONNECTION SCHEDULE ■ E1.00 ELECTRICAL SITE PLAN ■ E1.01 ELECTRICAL LIGHTING SITE PLAN ■ ■ E2.11 ELECTRICAL - FIRST FLOOR PLAN ■ E2.12 ELECTRICAL - SECOND FLOOR PLAN ■ E2.13 ELECTRICAL - ROOF PLAN ■ E3.11A ELECTRICAL LIGHTING - FIRST FLOOR PLAN - AREA A ■ E3.11B ELECTRICAL LIGHTING - FIRST FLOOR PLAN - AREA B ■ E3.12A ELECTRICAL LIGHTING - SECOND FLOOR PLAN - AREA A ■ E3.12B ELECTRICAL LIGHTING - SECOND FLOOR PLAN - AREA B ■ E4.11A ELECTRICAL POWER - FIRST FLOOR PLAN - AREA A ■ E4.11B ELECTRICAL POWER - FIRST FLOOR PLAN - AREA B ■ E4.12A ELECTRICAL POWER - SECOND FLOOR PLAN - AREA A ■ E4.12B ELECTRICAL POWER - SECOND FLOOR PLAN - AREA B ■ E4.13A ELECTRICAL POWER - ROOF PLAN - AREA A ■ E4.13B ELECTRICAL POWER - ROOF PLAN - AREA B ■ E5.11A SYSTEM COMMUNICATION - FIRST FLOOR PLAN - AREA A ■ E5.11B SYSTEM COMMUNICATION - FIRST FLOOR PLAN - AREA B ■ E5.12A SYSTEM COMMUNICATION - SECOND FLOOR PLAN - AREA A ■ E5.12B SYSTEM COMMUNICATION - SECOND FLOOR PLAN - AREA B ■ E5.21 ELECTRICAL UNIT PLANS ■ E5.22 ELECTRICAL UNIT PLANS ■ E5.23 ELECTRICAL UNIT PLANS ■ E5.24 ELECTRICAL UNIT PLANS ■ E6.00 ELECTRICAL ONE-LINE DIAGRAMS ■ E7.00 ELECTRICAL DETAILS ■ E8.00 ELECTRICAL PANEL SCHEDULES ■ E8.01 ELECTRICAL PANEL SCHEDULES ■ E8.02 ELECTRICAL PANEL SCHEDULES ■ E8.03 ELECTRICAL PANEL SCHEDULES ■ 08 PLUMBING P0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX ■ P0.02 PLUMBING SCHEDULES ■ P2.11 PLUMBING FIRST FLOOR PLAN ■ P2.12 PLUMBING SECOND FLOOR PLAN ■ P2.13 PLUMBING ROOF PLAN OVERALL ■ P3.00A PLUMBING WASTE & VENT - UNDERGROUND PLAN - AREA A ■ P3.00B PLUMBING WASTE & VENT - UNDERGROUND PLAN - AREA B ■ P3.11A PLUMBING WASTE & VENT - FIRST FLOOR PLAN - AREA A ■ P3.11B PLUMBING WASTE & VENT - FIRST FLOOR PLAN - AREA B ■ P3.12A PLUMBING WASTE & VENT - SECOND FLOOR PLAN - AREA A ■ P3.12B PLUMBING WASTE & VENT - SECOND FLOOR PLAN - AREA B ■ P3.13A PLUMBING WASTE & VENT - ROOF PLAN - AREA A ■ P3.13B PLUMBING WASTE & VENT - ROOF PLAN - AREA B ■ P4.01A PLUMBING DOMESTIC WATER & GAS - FIRST FLOOR PLAN - AREA A ■ P4.01B PLUMBING DOMESTIC WATER & GAS - FIRST FLOOR PLAN - AREA B ■ P4.02A PLUMBING DOMESTIC WATER & GAS - SECOND FLOOR PLAN - AREA A ■ P4.02B PLUMBING DOMESTIC WATER & GAS - SECOND FLOOR PLAN - AREA B ■ P4.11A PLUMBING DOMESTIC WATER & GAS - ROOF PLAN - AREA A ■ P4.11B PLUMBING DOMESTIC WATER & GAS - ROOF PLAN - AREA B ■ P5.00 PLUMBING SECTIONS, ELEVATIONS, & ENLARGED PLANS ■ P6.00 PLUMBING DIAGRAMS ■ P7.00 PLUMBING DETAILS ■ 09 KITCHEN FS.01 EQUIPMENT FLOOR PLAN & SCHEDULE ■ ■ FS.02 EQUIPMENT SCHEDULE AND NOTES ■ FS.03 PLUMBING REQUIREMENTS ■ FS.04 PLUMBING SCHEDULE, SYMBOLS & NOTES ■ FS.05 ELECTRICAL REQUIREMENTS ■ FS.06 ELECTRICAL SCHEDULE, SYMBOLS & NOTES ■ FS.07 SPECIAL BUILDING CONDITIONS ■ FS.08 SPECIAL BUILDING SYMBOLS & NOTES ■ FS.09 EXHAUST HOOD DETAILS ■ FS.10 FIRE SUPPRESSION REMOTE ACTIVATOR ■ FS.11 EXHAUST HOOD EXHAUST FAN DETAILS ■ FS.12 MAKE UP AIR UNIT DETAILS ■ FS.13 MAKE UP AIR UNIT WIRING DIAGRAM ■ FS.14 HOOD FIRE SUPPRESSION DETAILS ■ FS.15 HOOD CONTROL & FIRE SUPPRESSION WIRING DIAGRAMS ■ FS.16 HOOD DVC DETAILS ■ FS.17 HOOD DVC DETAILS ■ FS.18 HOOD DVC DETAILS ■ FS.19 HOOD DVC DETAILS ■ NUMBER SHEET NAME 12/30/21 PRICING SET 2/15/22 DR SET 6/3/22 ADDENDUM 01 00 GENERAL CS COVER SHEET ■ ■ G0.01 SHEET INDEX & UNIT MATRIX ■ ■ G2.01 FLS NARRATIVES ■ G2.02 FLS NARRATIVES ■ G2.20 FLS SITE PLAN ■ G2.21 LEVEL 1 - FLS PLAN ■ G2.22 LEVEL 2 - FLS PLAN ■ G2.23 SMOKE COMPARTMENT PLAN ■ 01 CIVIL C0.1 GENERAL NOTES ■ ■ C0.2 EXISTING CONDITIONS ■ ■ C0.3 DEMO PLAN ■ ■ C1.0 HARDSCAPE PLAN ■ ■ C2.0 GRADING PLAN ■ ■ C3.0 UTILITY PLAN ■ ■ C4.0 DETAILS ■ ■ C4.1 DETAILS ■ ■ 02 LANDSCAPE L1.00 LANDSCAPE PLAN ■ ■ L2.00 LANDSCAPE SPEC & DETAILS ■ ■ 04 ARCHITECTURAL A0.01 DATA SHEET ■ A0.11 EXTERIOR ASSEMBLIES ■ A0.21 INTERIOR ASSEMBLIES ■ A0.31 HORIZONTAL ASSEMBLIES ■ A0.41 TYPICAL ASSEMBLY DETAILS ■ A1.01 SITE PLAN ■ ■ A1.11 GENERATOR ENCLOSURE ■ ■ A1.12 FENCE DETAILS A1.21 SITE DETAILS ■ ■ A2.00 LEVEL 1 SLAB PLAN ■ A2.11 LEVEL 1 FLOOR PLAN ■ ■ A2.12 LEVEL 2 FLOOR PLAN ■ ■ A2.20 ROOF PLAN ■ ■ A3.11 BUILDING ELEVATIONS ■ ■ A3.12 BUILDING ELEVATIONS ■ ■ A4.01 BUILDING SECTIONS ■ A4.51 WALL SECTIONS ■ A4.52 WALL SECTIONS ■ A5.01 ICC ICC BUILDING CLEARANCE REQUIREMENTS ■ A5.02 ICC ICC PUBLIC & COMMON REQUIREMENTS ■ A5.03 ICC ICC ACCESSIBLE UNIT REQUIREMENTS A5.04 ICC ICC KITCHEN CLEARANCES & OUTLETS ■ A5.11 ENLARGED AREA PLANS ■ A5.12 ENLARGED AREA PLANS ■ A5.21 UNIT PLANS, RCPS & ELEVATIONS ■ A5.22 UNIT PLANS, RCPS & ELEVATIONS ■ A5.23 UNIT PLANS, RCPS & ELEVATIONS ■ A6.01 STAIR - PLANS AND SECTIONS ■ A6.21 ELEVATOR PLANS AND SECTIONS ■ A6.41 STAIR DETAILS ■ A6.43 ELEVATOR DETAILS ■ A7.01 WINDOW WRAP SEQUENCE ■ A7.21 WINDOW AND DOOR DETAILS ■ A7.31 EXTERIOR DETAILS ■ A7.51 FIREPLACE DETAILS ■ A7.79 PTHP DETAILS ■ A7.91 ROOF DETAILS ■ A7.92 ROOF DETAILS ■ A8.01 LEVEL 1 REFLECTED CEILING PLAN ■ A8.01A LEVEL 1 RCP SECTOR A ■ A8.01B LEVEL 1 RCP SECTOR B ■ A8.02 LEVEL 2 REFLECTED CEILING PLAN ■ A8.02A LEVEL 2 RCP SECTOR A ■ A8.02B LEVEL 2 RCP SECTOR B ■ A9.01 LEVEL 1 FINISH PLANS SECTOR A ■ A9.02 LEVEL 1 FINISH PLANS SECTOR B ■ A9.03 LEVEL 2 FINISH PLAN SECTOR A ■ A9.04 LEVEL 2 FINISH PLAN SECTOR B ■ A10.01 INTERIOR ELEVATIONS ■ A10.02 INTERIOR ELEVATIONS ■ A10.03 INTERIOR ELEVATIONS ■ A10.04 INTERIOR ELEVATIONS ■ A10.05 INTERIOR ELEVATIONS ■ A10.06 INTERIOR ELEVATIONS ■ A10.11 UNIT KITCHEN ELEVATIONS ■ A10.22 UNIT BATH ELEVATIONS ■ A11.01 INTERIOR DETAILS ■ A11.02 INTERIOR DETAILS ■ A11.03 INTERIOR DETAILS ■ A12.01 DOOR TYPES AND SCHEDULE ■ A12.03 DOOR DETAILS ■ A12.21 WINDOW TYPES AND SCHEDULE ■ A12.23 WINDOW DETAILS ■ A12.31 FINISH SCHEDULE ■ 05 STRUCTURAL SHEET INDEX AREA GROSS LEVEL AREA LEVEL 1 18,937 SF LEVEL 2 19,029 SF 37,966 SF UNIT TYPE COUNT UNIT PROGRAM COUNT BUILDING AREA PROGRAM ALF TOTAL UNIT # 46* UNIT TYPE COUNT NAME Number LEVEL AREA AL-A1 AL-A1 100 LEVEL 1 386 SF AL-A1 106 LEVEL 1 394 SF AL-A1 113 LEVEL 1 386 SF AL-A1 111 LEVEL 1 384 SF AL-A1 107 LEVEL 1 386 SF AL-A1 101 LEVEL 1 386 SF AL-A1 207 LEVEL 2 412 SF AL-A1 208 LEVEL 2 410 SF AL-A1 214 LEVEL 2 391 SF AL-A1 221 LEVEL 2 386 SF AL-A1 219 LEVEL 2 384 SF AL-A1 217 LEVEL 2 386 SF AL-A1 211 LEVEL 2 386 SF AL-A1 202 LEVEL 2 383 SF AL-A1 204 LEVEL 2 383 SF 15 AL-A2 AL-A2 201 LEVEL 2 568 SF 1 AL-B1 AL-B1 116 LEVEL 1 561 SF AL-B1 105 LEVEL 1 561 SF AL-B1 103 LEVEL 1 561 SF AL-B1 226 LEVEL 2 561 SF AL-B1 215 LEVEL 2 561 SF AL-B1 213 LEVEL 2 561 SF 6 AL-B2 AL-B2 102 LEVEL 1 524 SF AL-B2 108 LEVEL 1 524 SF AL-B2 109 LEVEL 1 524 SF AL-B2 114 LEVEL 1 532 SF AL-B2 209 LEVEL 2 524 SF AL-B2 210 LEVEL 2 524 SF AL-B2 216 LEVEL 2 526 SF AL-B2 218 LEVEL 2 524 SF AL-B2 224 LEVEL 2 524 SF AL-B2 206 LEVEL 2 522 SF 10 AL-B3 AL-B3 115 LEVEL 1 571 SF AL-B3 223 LEVEL 2 571 SF 2 AL-B4 AL-B4 110 LEVEL 1 579 SF AL-B4 220 LEVEL 2 579 SF 2 AL-B5 AL-B5 112 LEVEL 1 573 SF AL-B5 222 LEVEL 2 573 SF 2 AL-B6 AL-B6 118 LEVEL 1 620 SF AL-B6 228 LEVEL 2 619 SF 2 AL-B7 AL-B7 117 LEVEL 1 549 SF AL-B7 225 LEVEL 2 549 SF 2 AL-B8 AL-B8 104 LEVEL 1 567 SF AL-B8 212 LEVEL 2 567 SF 2 AL-B9 AL-B9 203 LEVEL 2 543 SF 1 AL-B10 AL-B10 205 LEVEL 2 546 SF 1 46 *5 UNITS CONSIDERED DOUBLE OCCUPANCY FOR A TOTAL OF 51 RESIDENTS REVISION DATE REASON FOR ISSUE 9/2/2022 ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 DR COMPLETENESS SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 A 9/2/22 DR Completeness PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 DR COMPLETENESS SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 A 9/2/22 DR Completeness ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 DR COMPLETENESS SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 A 9/2/22 DR Completeness PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 DR COMPLETENESS SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 A 9/2/22 DR Completeness ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 DR COMPLETENESS SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 A 9/2/22 DR Completeness PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 DR COMPLETENESS SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 A 9/2/22 DR Completeness ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 7 C4.0 PLAN SECTION SECTION 10 C4.0 ---PAGE BREAK--- PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE SHEET NUMBER SHEET NUMBER 203170 PERMIT SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 02/08/2022 REVISION DATE REASON FOR ISSUE 4875 SW Griffith Drive I Suite 100 I Beaverton, OR I 97005 [PHONE REDACTED] tel. I [PHONE REDACTED] fax I www.aaieng.com Project No. A21152.10 UNPAVED AREAS PAVED AREAS SECTION WYE PLUGGED CROSS TEE BEND PLUGGED CROSS TEE PLUG OR CAP BEARING AREA OF THRUST BLOCK IN SQUARE FOOT PLAN SIDE SECTION ELEVATION PLAN METER SIDE CUSTOMER SIDE PLAN SECTION 1 2 3 SECTION A PLAN SHEAR GATE DETAILS ---PAGE BREAK--- 20'-0" FRONT SETBACK 30'-0" REAR SETBACK 30'-0" SIDE SETBACK 30'-0" SIDE SETBACK © L1.00 203170 CONSTRUCTION DOCUMENTS WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 LANDSCAPE PLAN REVISION DATE REASON FOR ISSUE ---PAGE BREAK--- © L2.00 203170 CONSTRUCTION DOCUMENTS WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2325 N BOONES FERRY RD, WOODBURN, OR 97071 09/02/2022 LANDSCAPE SPECS & DETAILS REVISION DATE REASON FOR ISSUE : ---PAGE BREAK--- 20'-0" FRONT SETBACK 30'-0" REAR SETBACK 30'-0" SIDE SETBACK 30'-0" SIDE SETBACK 19 30 39 10 21 87 11 29 114 20 FRONT SETBACK: SEE PHASE 1 APPROVED PLAN FOR LANDSCAPING COMMUNITY GARDEN -OVAL GALVANIZED STOCK TANKS -SIZE:3'W X 2'T X 8'L -DECOMPOSED GRANITE PATHS EXISTING STREET TREE,TYP. EXISTING TREE PRO 6'-0" HIGH FENCE & GATE WITH KNOX BOX 6'-0" HIGH FENCE & FIRE GATE WITH KNOX BOX PROPE PROPERTY LINE WEST COURTYARD 7'-0" HIGH OMU WALL 7'-0" HIGH OMU WALL PROPERTY LINE 25' EASEMENT SERVICE DRIVE SETBACK EXISTING PORTABLE STORAGE SHED PATIO PROPOSED TWO STORY A PATIO PATIO PATIO PATIO PATIO PATI * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * EXISTING HEARTWOOD PLACE MEMORY CARE (NIC) PROPOSED TWO STORY ASSISTED LIVING FACILITY COUNTRY CLUB ROAD N BOONES FERRY RD. 6'-0" HIGH FENCE & GATE WITH KNOX BOX 6' HIGH FENCE GENERATOR EXISTING PORTABLE STORAGE SHED 6'-0" HIGH FENCE & FIRE GATE WITH KNOX BOX 6'-0" HIGH WOOD FENCE & FIRE GATE WITH KNOX BOX SERVICE DRIVE SERVICE ENTRY WEST COURTYARD EAST COURTYARD 6 7 3 3 2 9 7'-0" HIGH CMU WALL EXISTING BUILDING (NIC) 37,960 SF 5 3 VAN ACCESSIBLE A1.11 1 PORCH PATIO 25' EASEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE SETBACK MAXIMUM 6' HIGH WOOD FENCE UTILITY EASEMENT 25' - 0" EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SIDEWALK 5' - 0" UTILITY EASEMENT 25' - 0" UTILITY EASEMENT 25' - 0" UTILITY EASEMENT 25' - 0" DIRECTIONAL SIGN SEE A1.23 FOR DETAILS 39' - 8" SIDEWALK PATIO 27' - 6 1/4" 96' - 1" PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO GARDEN SIDEWALK 5' - 0" 31' - 1 1/2" 33' - 1 1/2" 21' - 3 7/8" 23' - 3 7/8" UTILITY EASEMENT 263' - 7" 3' - 0" A1.21 14 PATIO 32' - 0 3/4" PATIO PATIO SIDEWALK A1.21 4 8 A1.11 TYP UTILITY EASEMENT VISION TRIANGLES 24' - 0" 24' - 0" 19' - 0" DOUBLE-STRIPED PARKING SPACES IN ACCORDANCE WITH WDO FIGURE 3.05C 5' - 0" 3' - 0" 42' - 2 113/128" 28' - 9 17/128" 5' - 0" FLUSH ROLL OVER CURB 120' - 2 95/256" 59' - 8 103/128" 81' - 0" 19' - 0" 52' - 1 9/16" 24' - 0" 63' - 0" 19' - 0" 27' - 0" 27' - 0 1/128" 26' - 6" 64' - 0" 45' - 0" 19' - 0" FLAG POLE TYP A1.21 16 FDC SANITARY EASEMENT 19' - 0" NEW FIRE HYDRANT A CL CL CL 9' - 6" 9' - 6" 2' - 6" BOLLARD, TYP A A 7'-0" HIGH CMU WALL A A A GENERAL NOTES - SITE PLAN 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION RELATED TO SUCH. 3. REFER TO CIVIL DRAWINGS FOR GRADING AND UTILITY INFORMATION. 4. CONTRACTORS SHALL VERIFY ALL LOCATIONS OF EXISTING UTILITIES, CARE SHOULD BE TAKE TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 5. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ALL PUBLIC RIGHT-OF-WAY IMPROVEMENTS. 6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK-UP. 7. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES - WHETHER OR NOT THE POWER LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES. 8. SEE CIVIL PACKAGE FOR EXISTING TREE PROTECTION 9. SEE CIVIL PACKAGE FOR SITE DEMO WORK PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:17 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 SITE PLAN A1.01 A1.01 1/16" = 1'-0" 1 SITE PLAN TRUE PARCEL: 1 TAX LOT ID NUMBER: 051W07BA0090 ZONE: RM - MEDIOUM DENSITY REDISENTIAL ZONING INFORMATION DRIVEWAYS AND PARKING LOTS 16,644 SF BUILDING FOOTPRINT 19,930 SF 1.59 ACRES 33,122 SF OF OPEN SPACE; OR 47% COMMON OPEN SAPCE TOTAL PARKING SPACES 37.05 38 SPACES VAN ACCESSIBLE SPACES ONE SPACE 1 SPACES ACCESSIBLE SPACES TWO SPACES 2 SPACES ASSISTED LIVING GROUP CARE FACILITY: 0.75 SPACES X 46 UNITS = 34.05 35 SPACES USE TYPE # OF SPACES REQUIRED PARKING PROVIDED PARKING DATA REAR SETBACK 30' MIN (FOR BUILDING HEIGHT 28' OR MORE) SIDE SETBACKS 5' MIN FRONT SETBACK 20' MIN GENERATOR AND TRASH ENCLOSURE FOOTPRINT 213 SF BUILDING FOOTPRINT 19,754 SF SITE AREA 1.59 ACRES SITE PLAN DATA REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 A 9/2/22 DR Completeness 9/2/2022 ---PAGE BREAK--- B A 3' - 0" MIN CLR 7' - 6" 3'-0" MIN CLR 3' - 6 3/4" 3' - 0" MIN CLR 3' - 6" 18" MIN CLR 4' - 2 3/4" GENERATOR CONCRETE PAD 6" _ A1.11 2 4 A1.11 1' - 10" 10' - 2" A1.11 6 15' - 4" LEVEL 1 100' - 0" 4 A1.11 SOLID STEEL GATE W/ HEAVY DUTY HINGES PAINTED W/ ANTI-GRAFFITI PAINT 8X8X16 CMU -GROUT SOLID PAINTED WITH ANTI-GRAFITTI PAINT SHAPED CMU CAP 4X8X16 CMU SMOOTH-FACE -GROUT SOLID, PAINTED WITH ANTI-GRAFITTI PAINT 4" 2' - 8" 3" 6' - 4" 6' - 7" 8' - 4" R.O. DOOR 8' - 0" LEVEL 1 100' - 0" B 8X8X16 CMU -GROUT SOLID PAINTED WITH ANTI-GRAFITTI PAINT SHAPED CMU CAP 4X8X16 CMU SMOOTH-FACE -GROUT SOLID, PAINTED WITH ANTI-GRAFITTI PAINT A1.11 5 MIR TYP A1.11 7 LEVEL 1 100' - 0" B 8X8X16 CMU SPLIT-FACE -GROUT SOLID, PAINTED WITH ANTI-GRAFITTI PAINT SHAPED CMU CAP 4X8X16 CMU SMOOTH-FACE -GROUT SOLID, PAINTED WITH ANTI-GRAFITTI PAINT CONC. SLAB CONCRETE FOOTER PER STRUCTURAL 2' - 6" MIN 2' - 0" 1' - 0" 3' - 0" DUMPSTER SIDE AC PAVING 8X8X16 CMU GROUT SOLID PAINTED WITH ANTI-GRAFITTI PAINT CENTER TIE DOWN IN THE CENTER OF THE CMU WALL 1/2"X5-1/2" HX4" DEEP STEEL PLATES W/ 1/2" DIA X 6" NELSON STUDS. TYP PLACES WELD HINGES TO STEEL PLATE & STEEL CHANNEL TYP PLACES 1/2" G ROD W/ CLEVIS BOTH ENDS AND TURN BUCKLE IN MIDDLE OF EACH DOOR 16 GA SOLID DOOR W/ 6X2 CHANNEL BAND (ANTI-GRAFFITI PAINT) 8X8X16 CMU BLOCK GROUT ALL CELLS SOLID. PAINTED WITH ANTI-GRAFFITI PAINT. #4 HORIZONTAL REBAR @ 48" OC #3 TIES @ 16 OC #4 VERTICAL REBAR GROUT BLOCK CELL SOLID CONCRETE FOOTING PER STRUCTURAL 8X8X16 CMU SPLIT-FACE GROUT SOLID PAINTED WITH ANTI-GRAFITTI PAINT CENTER TIE DOWN IN THE CENTER OF THE CMU WALL 4" 2' - 8" 3" 6' - 4" 6' - 7" 4X8X16 CMU SMOOTH FACE GROUT SOLID PAINTED WITH ANTI-GRAFITTI PAINT TYP A1.11 7 SHAPED CMU CAP PILASTER PILASTER 12X8X16 CMU SPLIT-FACE GROUT SOLID PAINTED WITH ANTI-GRAFITTI PAINT 27' - 0" O.C. 3" 2" 2" PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:19 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 GENERATOR ENCLOSURE A1.11 A1.11 1/2" = 1'-0" 1 GENERATOR ENCLOSURE PLAN 1/2" = 1'-0" 2 GENERATOR ENCLOSURE SOUTH ELEVATION 1/2" = 1'-0" 4 GENERATOR ENCLOSURE EAST SECTION 1/2" = 1'-0" 3 GENERATOR ENCLOSURE EAST ELEVATION 1 1/2" = 1'-0" 5 CMU WALL @ FOOTING 1 1/2" = 1'-0" 6 GENERATOR @ GATE HINGE 1" = 1'-0" 8 PERIMETER CMU WALL - SECTION & ELEVATION 1 1/2" = 1'-0" 7 CMU CAP DETAIL REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 A 9/2/22 DR Completeness A A 9/2/2022 ---PAGE BREAK--- 7' - 0" KNOX BOX GATE CEDAR FENCE 4X4 POSTS 4' - 0" GATE PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:20 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 FENCE DETAILS A1.12 A1.12 1" = 1'-0" 1 FENCE W/ GATE REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 9/2/2022 ---PAGE BREAK--- SECTION AT WALL WALKING SURFACE 2 INCH DIAMETER STEEL POST WITH CAP - CENTER ON PARKING SPACE SECTION AT POLE ACCESS AISLE SIGN ELEVATION 1' - 0" SIGN OR7-9 SIGN OR7-9a WHITE, RETROREFLECTIVE SHEETING BACKGROUND WITH RED TEXT AND WHITE ON BLUE SYMBOL ARROW SIGN ONLY NEEDED WHEN ACCESS AISLE MAY BE REGULARLY COVERED IN SNOW OR SAND AND SIGN IS UNABLE TO BE LOCATED IN DIRECT VIEW FROM END OF ACCESS AISLE ALL SIGNS TO COMPLY WITH THE STANDARDS FOR ACCESSIBLE PARKING PLACES SET FORTH BY THE OREGON TRANSPORTATION COMMISSION. 1' - 6" 8" NOTE: ALL STEEL FASTENERS TO BE G185 GALVANIZED 1/4 X 8 X 8 INCH STEEL PLATE WITH 3/8 INCH HOLES 1 X 1 INCH FROM CORNERS 1/4 INCH STEEL THROUGH- BOLTS - 1/4" DIAMETER ANCHOR BOLT ACCESS AISLE NO PARKING 30"X48" CLEAR FLOOR SPACE ACCESSIBLE BIKE PARKING 5' - 6" CLEAR ACCESSIBLE FLOOR MOUNTED BIKE RACK PROVIDE SIGNAGE 1" HIGH LETTERING ON A 8"x12" WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY ON WALL OR FLOOR FOR ACCESSIBLE BIKE PARKING STALLS. MOUNT ACCCESSIBLE BIKE SIGN IN CONSPICUOUS LOCATION, VERIFY LOCATION WITH ARCHITECT SECTION AT WALL VAN ACCESSIBLE SIGN ELEVATION WHITE, RETROREFLECTIVE SHEETING BACKGROUND WITH GREEN TEXT AND WHITE ON BLUE SYMBOL LOWER SIGN TO READ "VAN ACCESSIBLE" (AT VAN DESIGNATED SPACES ONLY) WALKING SURFACE 2 INCH DIAMETER STEEL POST WITH CAP - CENTER ON PARKING SPACE SECTION AT POLE SIGN R7-8 SIGN R7-8A SIGN OR7-8c RESERVED PARKING USER ONLY WHEELCHAIR WHERE FOUR OR MORE ACCESSIBLE STALLS IN ONE BUILDING, ADD "WHEELCHAIR USER ONLY" SIGN TO VAN ACCESSIBLE STALL(S). WHITE, RETROREFLECTIVE SHEETING BACKGROUND WITH GREEN TEXT TO BOTTOM OF LOWEST SIGN 5'-0" MIN WALL IF WALL MOUNTED 7'-0" MIN IF POLE MOUNTED ALL SIGNS TO COMPLY WITH THE STANDARDS FOR ACCESSIBLE PARKING PLACES SET FORTH BY THE OREGON TRANSPORTATION COMMISSION. 1' - 6" 9" 9" 1' - 6" 1' - 0" 1/4 X 8 X 8 INCH STEEL PLATE WITH 3/8 INCH HOLES 1 X 1 INCH FROM CORNERS 1/4 INCH STEEL THROUGH-BOLTS ANCHOR BOLT - 1/4" DIAMETER VAN ACCESSIBLE 2' - 0" WHITE 4 INCH PAINTED STRIPES POLE-MOUNTED ACCESSIBLE PARKING SIGN (TYPICAL AT EACH ACCESSIBLE STALL) PRE-CAST CONCRETE WHEEL STOP - EACH PARKING STALL TYP 2' - 0" EQ EQ STALL WIDTH FOR VAN STALL 9' - 0" MIN 6'-0" MIN ACCESS AISLE FOR 8' - 0" MIN ACCESS AISLE FOR VAN STALL STALL WIDTH FOR ACCESSIBLE STALL 9' - 0" MIN ACCESSIBLE STALL WHITE PAINTED "NO PARKING" IN 12" HIGH WHITE LETTERS, "NO" 18" LONG, "PARKING" 60" LONG WALL- OR POLE-MOUNTED ACCESS AISLE SIGN WHERE MARKING STENCIL MAY NOT ALWAYS BE VISIBLE DUE TO SAND OR SNOW 3' - 4" 3' - 0" 6 INCH CONCRETE CURB CURB RAMP - 8.33% MAX SLOPE - SLIP RESISTANT FINISH - NOT TO EXTEND INTO ACCESSIBLE PATH OR ACCESS AISLE NOTE: ENTIRE AREA FOR ACCESSIBLE PARKING AND ACCESS AISLE SHALL BE FREE FROM OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO COLUMNS, PLUMBING, ETC. ENTIRE AREA TO HAVE MAXIMUM 2% SLOPE IN ALL DIRECTIONS TYP A1.21 3 TYP A1.21 1 19' - 0" 4' - 0" MIN EDGE OF SIDEWALK CL CL EQ EQ CL EQ EQ CL CL CL CL CL EQ EQ TYP 12 A1.21 6' - 0" MAX 6' - 0" MAX PAINTED WHITE ACCESSIBILITY SYMBOL ON BLUE BACKGROUND TYPICAL AT EACH ACCESSIBLE SPACE . 36.87° NO PARKING SEE CIVIL FOR RAMPING DETAILS SEE PLAN STEEL TUBES - 2-3/8" OUTSIDE DIAMETER - FULLY WELD TO BASE PLATES 2' - 6" 3' - 0" - 5" DIAMETER - TACK WELD 1/4" CAP PLATE OVER FASTENERS WALKING SURFACE ANCHOR BOLT - 1/4" DIAMETER STEEL PLATE 1' - 0" REFER TO STRUCTURAL 6" - 3 INCH RADIUS CAP CONCRETE FOOTING SIDEWALK - SEE CIVIL - PAINT 'OSHA' YELLOW CONCRETE FILLED STEEL BOLLARD 6" 10" 6" 9" 3" 3" 10" 1/2" RADIUS TYPICAL UNDISTURBED SOIL EXPANSION JOINT FILLER WITH #4 X 2'-0" REBAR - MAX 20'-0" ON CENTER - REBAR COATED TO PREVENT BOND 4" ASPHALT OR CONCRETE - ALIGN WITH TOP OF CURB 4" 4" 1/4"/FT SLOPE SIDEWALK - SEE CIVIL AGGREGATE FILL 6" 10" 6" 9" 3" 3" 10" 1/2" RADIUS TYPICAL FINISH GRADE EXPANSION JOINT FILLER WITH #4 X 2'-0" REBAR - MAX 20'-0" ON CENTER - REBAR COATED TO PREVENT BOND 4" ASPHALT OR CONCRETE AGGREGATE FILL CONCRETE CURB PRE-CAST CONCRETE WHEEL STOP 8" 7/8" MIN. 6" 1/2 INCH RADIUS DRIVING SURFACE CIP - EPOXY BONDING AGENT 4" 3" NOTE: SLOPE SIDEWALK FROM BUILDING 1/4" PER FOOT UNLESS OTHERWISE NOTED 1/2" RADIUS FINISH GRADE UNDISTURBED SOIL SIDEWALK - SEE CIVIL AGGREGATE FILL R =24" R = 12" 3' - 9" 3' - 9" 6' - 3" 1' - 3" 1' - 3"1' - 3" 1' - 3" WHITE PAINT 3' - 9" 3' - 10" 9' - 0" 2' - 0" 4" WHEEL STOP CURB 19' - 0" 2' - 0" LANDSCAPE 17 A1.21 Memory Care Building A Assisted Living Building B 9" 3' - 0" 3' - 0" GRADE 2" METAL POST WOOD SIGN 2 1/2" 2 1/2" 2 1/2" 2 1/2" 4" 4" NOTE: COORDINATE SIGNAGE PAINT AND STAIN WITH OWNER 2" X 2" METAL POST, BELOW TYP 18 A1.21 SIGNAGE LETTERING, TYP STEEL PLATE, RUN LENGTH OF FRAMING EQ EQ EQ EQ EQ EQ 18" MIN 1' - 2" CENTERED ON STEM WALL 3' - 6" MIN #5 DOWELS @ 16" O.C. #5 LONGITUDINAL BARS & #5 @ 12" TRANSVERSE 3" 6" 2" X 2" METAL POST SIGNAGE LETTERING, TYP 1x3 PT WOOD TRIM 2x6 PT WOOD FRAMING PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:22 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 SITE DETAILS A1.21 A1.21 3/4" = 1'-0" 1 ACCESSIBLE ACCESS AISLE SIGNAGE 3/4" = 1'-0" 2 ACCESSIBLE BIKE PARKING 3/4" = 1'-0" 3 ACCESSIBLE PARKING SIGNAGE 1/4" = 1'-0" 14 ACCESSIBLE PARKING STALL - OREGON with path 3/4" = 1'-0" 6 BIKE RACK 1 1/2" = 1'-0" 7 BOLLARD ON PAVING 1 1/2" = 1'-0" 8 CAST CURB @ CONCRETE SIDEWALK 1 1/2" = 1'-0" 11 CAST CURB @ LANDSCAPE 3" = 1'-0" 12 PRE-CAST CONCRETE WHEEL STOP 1 1/2" = 1'-0" 13 SIDEWALK EDGE 1/4" = 1'-0" 16 TRAFFIC ARROW DETAILS 3/4" = 1'-0" 4 BIKE PARKING 1/8" = 1'-0" 9 WOODBURN PARKING REQ. 1/2" = 1'-0" 19 MONUMENT SIGN - FRONT ELEVATION 1/2" = 1'-0" 17 MONUMENT SIGN - PLAN 1/2" = 1'-0" 18 MONUMENT SIGN - SECTION REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 9/2/2022 ---PAGE BREAK--- REF. REF. D W REF. REF. REF. REF. REF. W D REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. UP ~ 43" C C UU UU U F E 21 x 42 5 74 F E 21 x 48 5 74 74 F 5 E 21 x 60 F E 18 x 48 5 74 F E 18 x 54 5 74 5 E 74 F 14 X 72 3 E 74 F 24 x 42 F E 18 x 36 74 5 F E 18 x 42 74 5 5 E 74 F 14 X 54 F E 21 x 36 5 74 F E 18 x 2474 5 5 E 74 F 24 x 30 74 F 5 E 21 x 60 FD REF. GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN SHOWN ON DRAWING A5.01. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.21 & A0.31 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.21 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21 - A5.24) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. CORRIDOR AND UNIT DEMISING WALLS TO BE 2X6 INTERIOR ASSEMBLY 6A.1 U.N.O. 10. VERIFY DIMENSION OF PTAC OPENINGS IN FIELD PRIOR TO INSTALL. 695 SF KITCHEN 1025 141 SF COMM. LAUNDRY 1028 144 SF CORR. 1103 119 SF ELEC. 1026 AL-B2 102 AL-B8 104 AL-B2 108 AL-B2 109 97 SF RN OFFICE 1042 AL-A1 107 AL-B1 105 AL-B1 103 AL-A1 101 261 SF STAFF 1034 101 SF RES. LAUNDRY 1033 424 SF LOUNGE 1023 1311 SF AL DINING 1024 84 SF CHART 1040 92 SF MED 1041 116 SF RCM OFFICE 1043 A5.21 1 _ A3.11 2 _ A3.11 4 _ A3.11 6 _ A3.12 2 _ A3.12 3 _ A3.12 4 _ A3.12 5 58 SF ELEV 1 ELEV 1 4 A4.01 7 A4.01 1 A4.01 5 A4.01 3 A4.01 F G 1 2 3 4 90 SF SOILED 1029 83 SF CLEAN 1027 64 SF FIRE SPRINKLER 1030 92 SF BOILER ROOM 1031 A6.21 1 132 SF OFFICE 1011 117 SF OFFICE 1012 99 SF OFFICE 1013 139 SF FAMILY/MARKETING ROOM 1014 139 SF WORK 1010 96 SF CORRIDOR 1101 258 SF BISTRO/COFFEE 1003 59 SF RECEPTION 1004 AL-A1 106 AL-A1 100 102 SF VEST. 1000 _ A3.11 1 _ A3.12 6 _ A3.11 5 75 SF MAIL 1022 B 61 SF RESTROOM 1021 61 SF RESTROOM 1020 349 SF LIVING 1002 _ A3.12 1 6 AL-B7 117 AL-B3 115 AL-A1 113 AL-A1 111 A5.23 1 K AL-B5 112 AL-B2 114 AL-B1 116 194 SF STAIR 2 ST-2 M AL-B6 118 AL-B4 110 C D E J L 5 7 H 11' - 4 5/8" 15' - 0" 23' - 0 1/2" 6' - 8 1/2" 23' - 0 1/2" 29' - 10 1/2" 24' - 9" 27' - 10 3/4" 29' - 9" 23' - 0 1/2" 23' - 0 1/2" 6' - 8 1/2" 23' - 0 1/2" 30' - 5 3/4" 23' - 5" 23' - 7 1/4" 214' - 5 7/8" 130' - 3 1/2" 213 SF LOBBY 1001 503 SF CORR. 1102 1132 SF CORR. 1104 6 A4.01 11' - 4 1/4" 12' - 1 3/4" 5' - 8" 4' - 0" 1' - 11 1/2" J6.2 6 1 J6.1 6 1 J6.1 6 1 10' - 10 3/4" 3' - 6" 6' - 0" 6A.1 6 1 6A.1 6 1 6A.1 6 1 11' - 7 1/2" 9' - 11 1/2" 13' - 11 1/4" 4' - 0" 5' - 8 7/8" 5' - 5" J6.1 6 1 J6.2 6 1 J6.2 6 1 6A.1 6 1 6A.1 6 1 J6.2 6 1 J6.2 6 1 J6.2 6 1 6C.1 6 1 3' - 10 7/8" 5' - 5" 6' - 7 7/8" 2' - 1" 5' - 0 3/8" 16' - 5 1/4" 6A.1 6 1 6A.1 6 1 J6.1 6 1 J6.1 6 1 J6.1 6 1 J6.2 6 1 6C.1 6 1 6C.1 6 1 1107 L 1023 6C.1 6 1 A5.11 1 A5.11 3 A5.11 4 A5.11 2 8' - 6" 5' - 0" 3' - 2" 10' - 0" 7' - 7 5/8" 7' - 3 1/8" 9' - 1 7/8" 7' - 11" 8' - 3 7/64" 4' - 9 3/8" 5' - 0" C1 C2 AA BB 76' - 7 7/8" 25' - 4 3/4" A DFG 2 A4.01 _ A3.11 3 5' - 1 1/16" 4' - 1" 2' - 4 5/8" 2' - 7 5/8" 4' - 1" 5' - 1 1/16" 5' - 0 3/8" 3' - 8 7/8" 7' - 1 7/8" 6' - 7" 6' - 5 3/4" 3' - 5" 5' - 3 7/8" 8' - 6" 4 1/8" 5' - 0 3/8" 8' - 6" 8' - 0 5/8" 5' - 5" 5' - 1 7/8" 4' - 8 3/8" 5' - 5 1/2" 7' - 10 1/8" 1' - 0 5/8" 4' - 4 3/8" 4' - 3 3/8" 5' - 8 7/8" 5' - 5" 6' - 4 1/2" 6' - 0" 6' - 0" 2' - 11" 5' - 5 1/2" 7' - 10 1/8" 5' - 7" 5' - 9 7/8" 2' - 9 5/8" 2' - 9 3/8" L L L L L L L L 3' - 5 5/8" 5' - 5" 5' - 5" 3' - 5 5/8" 64 SF MDF ROOM 1032 _ A1.11 2 _ A1.11 3 4' - 10 87/256" 9' - 6" 4' - 10 105/256" 4' - 10 1/4" 5' - 8" 1' - 10 3/4" 11' - 2 1/2" 2' - 4" A6.01 3 1102 1024 1104 TYP A11.02 11 TYP A11.02 12 L L L PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:28 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 LEVEL 1 FLOOR PLAN A2.11 A2.11 1/8" = 1'-0" 1 LEVEL 1 - PLAN TRUE REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 9/2/2022 ---PAGE BREAK--- REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. D D W W REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. UP REF. 375 SF AL-A1 207 494 SF AL-B10 205 491 SF AL-B9 203 351 SF AL-A1 211 512 SF AL-B1 213 512 SF AL-B1 215 351 SF AL-A1 217 116 SF JAN. 2006 96 SF MECH/IDF 2007 315 SF LIBRARY/MEDIA 2008 84 SF CHART 2003 106 SF RES. LAUNDRY 2002 92 SF MED. 2004 53 SF STORAGE 2001 A5.21 2 A5.21 3 A5.21 4 A5.22 1 _ A3.11 2 _ A3.11 4 _ A3.11 6 _ A3.12 2 _ A3.12 3 _ A3.12 4 _ A3.12 5 58 SF ELEV 1 ELEV 1 4 A4.01 7 A4.01 1 A4.01 5 A4.01 3 A4.01 F G 1 2 3 4 11' - 4 5/8" 15' - 0" 23' - 0 1/2" 6' - 8 1/2" 23' - 0 1/2" 29' - 10 1/2" 24' - 9" 27' - 10 3/4" 29' - 9" 23' - 0 1/2" 23' - 0 1/2" 6' - 8 1/2" 23' - 0 1/2" 30' - 5 3/4" 23' - 5" 23' - 7 1/4" 1415 SF CORR. 2102 A6.01 6 104 SF LINEN 2005 A6.21 2 525 SF EXERCISE/ACTIVITY 2011 167 SF SALON 2009 110 SF ACTIVITY DIR. 2013 496 SF AL-A2 201 479 SF AL-B2 210 479 SF AL-B2 218 479 SF AL-B2 216 351 SF AL-A1 214 518 SF AL-B8 212 479 SF AL-B2 209 470 SF AL-B2 206 373 SF AL-A1 208 A5.23 2 A5.23 4 A5.23 3 _ A3.11 1 _ A3.12 6 _ A3.11 5 351 SF AL-A1 202 352 SF AL-A1 204 B A5.22 2 A5.22 3 A5.22 4 _ A3.12 1 519 SF AL-B4 220 6 490 SF AL-B7 225 351 SF AL-A1 221 351 SF AL-A1 219 K 523 SF AL-B3 223 137 SF STOR. 2000 512 SF AL-B1 226 476 SF AL-B2 224 511 SF AL-B5 222 M 557 SF AL-B6 228 C D E J L 5 7 H 214' - 5 7/8" 130' - 3 1/2" 57 SF RESTROOM 2010 45 SF STORAGE 2012 194 SF STAIR 2 ST2-L2 178 SF STAIR 1 ST1-L2 A10.06 1065 SF CORR. 2101 6 A4.01 17' - 0" 11' - 4 1/4" 12' - 1 3/4" 5' - 8" 4' - 0" 1' - 11 1/2" 6' - 2 5/8" 10' - 10 3/4" 6' - 2 5/8" 3' - 6" 6' - 0" 3' - 0 3/4" 13' - 11 1/4" 4' - 0" 8' - 5 7/8" 6' - 7 7/8" J6.3 6 1 J6.3 6 1 J6.1 6 1 J6.1 6 1 J6.1 6 1 6A.1 6 1 J6.3 6 1 J6.1 6 1 J6.1 6 1 J6.1 6 1 16' - 5 1/4" 5' - 0 3/8" J6.3 6 1 4' - 2" 8' - 0" 5' - 0" A5.12 1 C1 C2 AA BB A 2 A4.01 _ A3.11 3 5' - 6 7/8" 5' - 1 1/16" 4' - 5 5/8" 4' - 5 5/8" 5' - 1 1/16" 5' - 0 3/8" 7' - 1 7/8" 6' - 7" 9' - 10 3/4" 5' - 3 7/8" 8' - 6" 4 1/8" 5' - 0 3/8" 8' - 6" 8' - 0 5/8" 2' - 0 1/8" 1' - 10 3/4" 3' - 9 7/8" 5' - 5" 5' - 1 7/8" 5' - 0 5/8" 5' - 5 1/2" 8' - 10 3/4" 1' - 7 3/8" 6' - 0" 6' - 0" 2' - 11" 3' - 5 1/2" 5' - 5 1/2" 10' - 7 1/8" 8' - 7 7/8" 3/8" 6' - 5" 5' - 2 1/2" 3' - 7 3/8" 11' - 4" 6' - 7 1/2" 1' - 2 5/8" 8' - 3 5/8" 5' - 0 3/8" 4' - 7 3/8" 6' - 4 13/16" 8' - 5 15/16" 2' - 2 5/8" 5' - 5 3/8" 7' - 3 3/4" ROOF ACCESS HATCH CEILING ACCESS PANEL A5.12 3 A5.12 2 TYP A11.02 11 A6.21 5 GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN SHOWN ON DRAWING A5.01. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.21 & A0.31 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.21 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21 - A5.24) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. CORRIDOR AND UNIT DEMISING WALLS TO BE 2X6 INTERIOR ASSEMBLY 6A.1 U.N.O. 10. VERIFY DIMENSION OF PTAC OPENINGS IN FIELD PRIOR TO INSTALL. PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:34 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 LEVEL 2 FLOOR PLAN A2.12 A2.12 1/8" = 1'-0" 1 LEVEL 2 - PLAN TRUE REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 9/2/2022 ---PAGE BREAK--- _ A3.11 2 _ A3.11 4 _ A3.11 6 _ A3.12 2 _ A3.12 3 _ A3.12 4 _ A3.12 5 4 A4.01 7 A4.01 1 A4.01 5 A4.01 3 A4.01 F G 1 2 3 4 RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE _ A3.11 1 _ A3.12 6 _ A3.11 5 B RIDGE VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY _ A3.12 1 6 K M C D E J L 5 7 H VALLEY RIDGE VALLEY 6 A4.01 C1 C2 AA BB A 10" / 12" 10" / 12" 3" / 12" 10" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 10" / 12" 10" / 12" 3" / 12" 10" / 12" 3" / 12" 10" / 12" 10" / 12" 3" / 12" 3" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" RIDGE VALLEY VALLEY VALLEY VALLEY 10" / 12" 10" / 12" 3" / 12" RIDGE 3" / 12" 3" / 12" 10" / 12" 10" / 12" 4" / 12" 12" / 12" 12" / 12" 3" / 12" VALLEY 2" / 12" 2" / 12" 2" / 12" 2" / 12" CHIMNEY RIDGE 2 A4.01 _ A3.11 3 3" / 12" 10" / 12" GUTTER AND DOWNSPOUT ROOF ACCESS HATCH 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 5 A7.92 TYP 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 3/8" / 12" MIN 7 A7.92 RIDGE VENT RIDGE VENT EAVE VENT EAVE VENT EAVE VENT EAVE VENT EAVE VENT EAVE VENT EAVE VENT EAVE VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT MUSHROOM VENT DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 3/8" / 12" MIN 2" / 12" ACCESS DOOR 11 A7.92 5 A7.91 TYP GUTER AND DOWNSPOUT 1" / 12" GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEET A0.41 FOR HORIZONTAL ASSEMBLIES. 3. PROVIDE ROOFING MANUFACTURER’S STANDARD WALKWAY PADS BETWEEN ALL ROOF HATCHES, ROOF ACCESS DOORS, AND ROOFTOP EQUIPMENT AND AROUND PERIMETER OF ALL ROOFTOP EQUIPMENT. 4. PROVIDE POSITIVE ROOF SLOPE TO DRAIN AT MINIMUM SLOPE OF 1/4" PER FOOT MEASURED ALONG VALLEYS, UNLESS NOTED OTHERWISE. 5. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE; COORDINATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAY BE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 6. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 7. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS’ REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 8. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. 9. REFER TO DETAILS FOR TOP OF PARAPET DATUMS. 10. SEE MEP AND LANDSCAPE DRAWINGS FOR ROOFTOP FURNISHINGS, EQUIPMENT AND PENETRATIONS. 11. VERIFY AND COORDINATE OVERBUILT FRAMING VENTING AS REQUIRED WITH STRUCTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY CONFLICTS OF DISCREPENCIES. AREA A AREA B AREA D AREA C PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:40 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 ROOF PLAN A2.20 A2.20 1/8" = 1'-0" 1 ROOF PLAN TRUE AREA D 247.60 SF TOTAL: .82 LOWER: .82 .82/.06=13.75 14 SF/LF EAVE VENTING PROVIDED YES AREA C 352.81 SF TOTAL: 1.17 LOWER: 1.17 1.17/.06=19.5 20 SF/LF EAVE VENTING PROVIDED YES AREA B 2,481 SF TOTAL: 8.26 UPPER: 4.13 LOWER: 4.13 4.13/.06=68.83 75 SF/LF EAVE VENTING PROVIDED 4.13/.128=32.26 33 SF/LF RIDGE VENTING PROVIDED YES AREA A 15,746 SF TOTAL: 53 UPPER: 27 LOWER: 27 27 MUSHROOM VENT X 1SF= 27 SF PROVIDED 27 MUSHROOM VENT X 1SF= 27 SF PROVIDED YES ROOF AREA 1/300 SF ROOF VENTING REQUIRED LOWER VENTING UPPER VENTING MEETS 1/300 REQUIREMENTS 144 SQUARE INCHES (1 SF) PER UNIT PER MANUFACTURER MUSHROOM VENTING: 18.5 SQUARE INCHES PER LINEAR FOOT (.128 SF/LF) PER MANUFACTURER RIDGE VENTING: 8.5 SQUARE INCHES PER LINEAR FOOT (.06 SF/LF) PER MANUFACTURER EAVE VENTING: ROOF VENTING CALCULATIONS REVISION DATE REASON FOR ISSUE 9/2/2022 ---PAGE BREAK--- GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET A12.21 FOR WINDOW SCHEDULE. 4. SEE DOOR SCHEDULE SHEET A12.01 FOR DOOR LOCATIONS AND TYPES. 5. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 6. REFER TO A0.11 FOR EXTERIOR WALL TYPES LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 4 A4.01 7 A4.01 1 2 3 4 B 4 A6.21 A D M 6 5 MAX MR ELEV. 128' - 0" M M 7' - 0" 9' - 0" 12' - 0" D E B N 2 3 9 2 6 1 3 7 4 2 3 9 9 10 10 8 9 10 10 6 5 F F K K 4 A7.31 TYP MIDPOINT OF ROOF 26' - 5" LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 5 A4.01 3 A4.01 F G 3 A6.21 B K M C D E J L H MAX MR ELEV. 128' - 0" B 7' - 0" 9' - 0" 12' - 0" E B E I A 2 A4.01 A A A N A 2 3 9 1 2 3 9 10 2 3 9 9 9 9 9 4 1 1 6 7 7 3 2 3 2 3 2 5 1 6 10 G G G J K K K M K K K K K K G G G G G G C C C C A A C C C C O 4 A7.31 TYP BUILDING ADDRESS LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 5 A4.01 3 A4.01 F G 3 A6.21 B K M C D E J L H MAX MR ELEV. 128' - 0" C C A C C C 12' - 0" 9' - 0" 7' - 0" C C C B A A A C C C C A 2 A4.01 C C B A A C C A C C C A A A O O 3 9 1 6 5 3 2 2 7 9 3 2 9 3 2 9 1 7 6 5 4 A7.31 TYP LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" MAX MR ELEV. 128' - 0" 7' - 0" 9' - 0" 12' - 0" K K K G G G J K K K K K K G G G G G G 6 A4.01 AA BB 2 3 1 10 9 10 2 3 9 4 10 6 LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 9' - 0" 12' - 0" K K C1 C2 F F 3 9 1 6 5 4 3 3 LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" B MAX MR ELEV. 128' - 0" A I M M 2 3 9 9 2 6 10 ELEVATIONS - KEY NOTES BOARD & BATTEN (DOVER WHITE) 1 BOARD & BATTEN (SANDY SHOES) 2 HORIZONTAL LAP SIDING (REPOSE GREY) 3 STONE VENEER SIDING 4 LOUVER 5 VINYL WINDOW, TYP 6 GABLE VENT 7 ELEVATOR OVERRUN 8 ASPHALT SHINGLE ROOF 9 METAL ROOF 10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:50 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 BUILDING ELEVATIONS A3.11 A3.11 1/8" = 1'-0" 4 SOUTH ELEVATION 1/8" = 1'-0" 2 EAST ELEVATION 1/8" = 1'-0" 6 WEST ELEVATION 1/8" = 1'-0" 1 SOUTH EAST ELEVATION 1/8" = 1'-0" 5 SOUTH WEST ELEVATION 1/8" = 1'-0" 3 DINING - EAST ELEVATION REVISION DATE REASON FOR ISSUE 1 6/3/22 Addendum 01 9/2/2022 ---PAGE BREAK--- GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET A12.21 FOR WINDOW SCHEDULE. 4. SEE DOOR SCHEDULE SHEET A12.01 FOR DOOR LOCATIONS AND TYPES. 5. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 6. REFER TO A0.11 FOR EXTERIOR WALL TYPES LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 1 A4.01 14 A6.01 19 A6.01 6 5 7 MAX MR ELEV. 128' - 0" A A A C 7' - 0" 9' - 0" 12' - 0" C C C C A C O 9 2 6 5 3 7 1 9 9 2 3 6 5 4 A7.31 TYP LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" G J H MAX MR ELEV. 128' - 0" C C 7' - 0" 9' - 0" 12' - 0" C C C C C C C 2 A4.01 C O A A 9 2 6 5 3 7 1 9 9 2 3 9 6 5 4 A7.31 TYP LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 7 A4.01 16 A6.01 17 A6.01 B 6 5 MAX MR ELEV. 128' - 0" A M M A 7' - 0" 9' - 0" 12' - 0" 9 2 6 5 3 2 3 3 K K K H H H 10 3 4 A7.31 TYP LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" K G G K MAX MR ELEV. 128' - 0" G 7' - 0" 9' - 0" 12' - 0" BB 9 6 10 2 3 LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" H H H K K K 9' - 0" 12' - 0" C1 C2 9 2 6 3 10 3 3 4 A7.31 TYP LEVEL 1 100' - 0" LEVEL 2 112' - 0" T.O. PLATE 121' - 0" 4 A4.01 1 A4.01 1 2 3 4 14 A6.01 19 A6.01 6 5 7 MAX MR ELEV. 128' - 0" B A C C 7' - 0" 9' - 0" 12' - 0" C C C C C A C B C C B B O N 3 9 2 6 1 3 2 3 2 9 3 2 9 1 6 5 7 7 9 4 A7.31 TYP ELEVATIONS - KEY NOTES BOARD & BATTEN (DOVER WHITE) 1 BOARD & BATTEN (SANDY SHOES) 2 HORIZONTAL LAP SIDING (REPOSE GREY) 3 STONE VENEER SIDING 4 LOUVER 5 VINYL WINDOW, TYP 6 GABLE VENT 7 ELEVATOR OVERRUN 8 ASPHALT SHINGLE ROOF 9 METAL ROOF 10 PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER C:\Users\markcm\Documents\203170-20-WoodburnII_Central_Mark_Miller_AM.rvt 9/7/2022 11:19:57 AM 203170 DESIGN REVIEW SET WOODBURN II ASSISTED LIVING FACILITY WMC HOLDING COMPANY. LLC 2355 N BOONES FERRY RD, WOODBURN, OR 97071 BUILDING ELEVATIONS A3.12 A3.12 1/8" = 1'-0" 2 COURTYARD - SOUTH ELEVATION 1/8" = 1'-0" 3 COURTYARD - EAST ELEVATION 1/8" = 1'-0" 4 COURTYARD - NORTH ELEVATION 1/8" = 1'-0" 5 COURTYARD - NORTH WEST ELEVATION 1/8" = 1'-0" 6 COURTYARD - NORTH EAST ELEVATION 1/8" = 1'-0" 1 NORTH ELEVATION REVISION DATE REASON FOR ISSUE 9/2/2022 ---PAGE BREAK--- 111 SW Fifth Ave, Ste 3210 Portland, Oregon 97204 Tel [PHONE REDACTED] Fax [PHONE REDACTED] PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER SAZAN# 524-21032 C:\Users\mcailao\Documents\524-21032 Woodburn ALF MEP v20_mcailaoR8HL4.rvt 1/6/2022 11:39:40 AM 203170 80% CD WOODBURN II ASSISTED LIVING FACILITY LINK SENIOR DEVELOPMENT 2325 N BOONES FERRY RD, WOODBURN, OR 97071 12/22/2021 ELECTRICAL LIGHTING SCHEDULE E0.03 E0.03 REVISIO N DATE REASON FOR ISSUE EX CEILING MOUNTED SEMI-RECESSED EDGE LIT LED EXIT SIGN, GREEN LETTERS, MIRROR FINISH, DIRECTION CHEVRONS PER PLAN COMMON AREAS CEILING SEMI-RECESSED ELECTRONIC 120-277 GREEN LETTERS, MIRROR FINISH V2 WALL SURFACE MOUNTED LIGHT INCANDESCENT VANITY RESIDENTIAL UNIT VANITY WALL SURFACE 3000K 300 120 SATIN ETCHED GLASS, 100W-A19 CANOPY BRUSHED NICKEL KICHLER / ANSONIA 5448NI V1 WALL SURFACE MOUNTED LIGHT LED VANITY VANITY WALL SURFACE 3000K / 90+ 13.5 1200 89 ELECTRONIC DIMMABLE 120 CLEAR GLASS SANBLASTED INTERIOR CANOPY BRUSHED NICKEL QUOIZEL / KOLT KLT8603BNLED U1 SURFACE MOUNTED UNDERCABINET 24"L LED TASK LIGHT. INTEGRAL ON/OFF ROCKER SWITCH. TYPICAL SURFACE UNDERCABINET 3000K 10.2 742 73 ELECTRONIC 120 ACRYLIC WHITE DIFFUSER ALUMINUM WHITE LITHONIA / UCEL24-30K-90CRI-SWR-WH S3 WALL SURFACE MOUNTED 6"DIAMETERx14"H DECORATIVE INCANDESCENT WALL SCONCE SALON WALL SURFACE 3000K 120 CLEAR GLASS SHADE, 60W-E26-G25 CANOPY POLISHED NICKEL HUDSON VALLEY THE LIGHTING STANDARD BELINDA SERIES S2 WALL SURFACE MOUNTED 5 1/2"Wx14 1/4"H DECORATIVE LED WALL SCONCE ENTRIES WALL SURFACE 3000K / 90+ 8 420 53 ELECTRONIC DIMMABLE 120 WHITE ACRYLIC DIFFUSER BRUSHED NICKEL/CHROME KICHLER LIGHTING LCC 10438NCHLED SERIES S1 WALL SURFACE MOUNTED 5 1/2" DIAMETER x22 3/4"H DECORATIVE INCANDESCENT WALL SCONCE ELEVATOR LOBBIES WALL SURFACE 3000K 60 120 FAUX SILK SHADE, 60W E12... CANOPY POLISHED NICKEL HUDSON VALLEY THE LIGHTING STANDARD FREDONIA SERIES P5 CEILING MOUNTED 32 1/2" DIAMETERx19.5"H DECORATIVE LED PENDANT LOUNGE CEILING SUSPENDED CABLE HUNG 3000K / 90+ 46 775 17 ELECTRONIC DIMMABLE 120 WHITE LINEN FABRIC CANOPY SATIN NICKEL HUDSON VALLEY THE LIGHTING STANDARD MERCEL SERIES P4 CEILING MOUNTED MULTI ARM DECORATIVE INCANDESCENT LIGHT CHANDELIER DINING ROOM CEILING SUSPENDED STEM HUNG 3000K 240 120 SATIN ETCHED DIFFUSER, WHITE ORGAZ... CANOPY BRUSHED NICKEL KICHLER LIGHTING LCC KAILEY SERIES P3 CEILING MOUNTED MULTI ARM DECORATIVE INCANDESCENT LIGHT CHANDELIER LIVING ROOM CEIILNG SUSPENDED CHAIN HUNG 3000K 375 120 CLEAR SEEDED GLASS, 75W-A19 CANOPY BRUSHED NICKEL KICHLER LIGHTING LCC VALSERRANO SERIES P2 CEILING MOUNTED 30"DIAMETERx12 1/4"H DECORATIVE IN CENTPENDANT LOBBY CEILING SUSPENDED STEM HUNG 3000K 480 120 WHITE PLEATED SILK SHADE, 40W-E12... CANOPY HISTORIC NICKEL HUDSON VALLEY THE LIGHTING STANDARD HASTINGS SERIES P1 CEILING MOUNTED 3 1/2" DIAMETERx13 3/4"L DECORATIVE INCANDESCENT PENDANT. RECEPTION CEIILNG SUSPENDED CHAIN HUNG 3000K 40 120 CRACKLE CLEAR GLASS SHADE, LAMP... CANOPY POLISHED NICKEL HUDSON VALLEY THE LIGHTING STANDARD SORIANO SERIES OP5-30 EXTERIOR POLE MOUNTED FULL CUTOFF LENSED LED AREA LIGHT. IES TYPE V, INTEGRAL MOTION SENSOR, 25-FOOT LONG SQUARE TAPERED STEEL POLE WITH VIBRATION DAMPERS. EXTERIOR 25-FOOT POLE 3000K / 70+ 70 7,817 112 ELECTRONIC DIMMABLE 120-277 IES TYPE V ALUMINUM DARK BRONZE LITHONIA / KADRD LITHONIA / STS25-VERIFY WIND-VD 2-OP4-30 EXTERIOR POLE MOUNTED FULL CUTOFF LENSED LED AREA LIGHT. IES TYPE IV, INTEGRAL MOTION SENSOR, 25-FOOT LONG SQUARE TAPERED STEEL POLE WITH VIBRATION DAMPERS. EXTERIOR 25-FOOT POLE 2 @180-DEG 3000K / 70+ 70 EACH 7817 EACH 112 ELECTRONIC DIMMABLE 120-277 IES TYPE IV ALUMINUM DARK BRONZE LITHONIA / KADRD LITHONIA / STS25-VERIFY WIND-VD OP4-30 EXTERIOR POLE MOUNTED FULL CUTOFF LENSED LED AREA LIGHT. IES TYPE II, INTEGRAL MOTION SENSOR, 25-FOOT LONG SQUARE TAPERED STEEL POLE WITH VIBRATION DAMPERS. EXTERIOR 25-FOOT POLE 3000K / 70+ 70 7,817 112 ELECTRONIC DIMMABLE 120-277 IES TYPE IV ALUMINUM DARK BRONZE LITHONIA / KADRD LITHONIA / STS25-VERIFY WIND-VD OP2-30 EXTERIOR POLE MOUNTED FULL CUTOFF LENSED LED AREA LIGHT. IES TYPE II, INTEGRAL MOTION SENSOR, 25-FOOT LONG SQUARE TAPERED STEEL POLE WITH VIBRATION DAMPERS. EXTERIOR 25-FOOT POLE 3000K / 70+ 70 7,817 112 ELECTRONIC DIMMABLE 120-277 IES TYPE II ALUMINUM DARK BRONZE LITHONIA / KADRD LITHONIA / STS25-VERIFY WIND-VD O3 WALL SCONCE EXTERIOR WALL SURFACE SEAGULL LIGHTING EXPERTS 52120 SERIES O2 WALL MOUNTED BARN LIGHT EXTERIOR WALL SURFACE SEAGULL LIGHTING EXPERTS 8637401 SERIES O1 PATHWAY BOLLARD LUMINAIRE EXTERIOR SURFACE 30000K / 80+ 12 558 46.5 REMOTE ELECTRONIC 0-10V DIMMABLE... DESIGNPLAN PLIN 1.2 SERIES PN12105AC-PPLT00599 M1 CEILING MOUNTED 5" DIAMETER LENSED LED DOWNLIGHT. GENERAL AREA CEILING SURFACE 3000K / 90+ 10 700 70 ELECTRONIC 0-10V DIMMABLE 120-277 DIFFUSING LENS NON CONDUCTIVE AIR-LOC FIELD INSTALLABLE BAFFLE/CONE SHROUD JUNO / JS5-30K-90CRI-MVOLT C6 CEILING MOUNTED 28" DIAMETERx2 3/4"H INDIRECT LED RING. FITNESS CEILING SURFACE 3000K / 90+ 52.5 3635 69 ELECTRONIC 0-10V DIMMABLE 120 ALUMINUM WHITE TEXTURE FINISH EUREKA / CALDERA 3046-28 C5 CEILING MOUNTED 24" DIAMETER MULTI-ARM DECORATIVE LIGHT INCANDESCENT GLASS PENDANT SALON CEILING SURFACE 105 120 CLEAR GLASS, (30 30W-G9 WEDGE BASE... CANOPY POLISHED NICKEL MITZI HUDSON VALLEY / KOREY H408603-PN C4 CEILING MOUNTED 18" DIAMETERx10"H GLASS LED PENDANT LIBRARY / COMP / MEDIA CEILING SURFACE 48 120 ETCHED OPAN GLASS CANOPY BRUSHED NICKEL HINKLEY / HARPER 3643BN-LED C3 CEILING MOUNTED 23" DIAMETERx13 3/4"H DECORATIVE INCANDESCENT PENDANT MAIL & ELEVATOR LOBBIES CEILING SURFACE 3000K 240 FAUX PARCHMENT, 60W CAND CANOPY POLISHED NICKEL HINKLEY / GRAHAM 38894PN C1 CEILING MOUNTED 13 3/4" DIAMETERx11 1/2"H INCANDESCENT GLASS PENDANT BISTRO CEILING SURFACE 3000K 240 120 CLEAR SEEDED GLASS, 60W-CANDELA... CANOPY BRUSHED NICKEL QUOIZEL / PRUITT PRUS1714BN FIXTURE TYPE DESCRIPTION LOCATION MOUNTING CCT / CRI INPUT WATTS LUMEN OUTPUT EFFICACY (LUMENS / WATTS) BALLAST / TRANSFORMER / DRIVER VOLTAGE LENS / REFLECTOR / BEAM HOUSING TRIM / FLANGE / BAFFLE / FINISH MANUFACTURER / CATALOG # REMARKS / ACCESSORIES/ OPTIONS LUMINAIRE SCHEDULE ---PAGE BREAK--- O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 OP2-30 2-OP4-30 OP4-30 OP2-30 OP5-30 0.7 2.4 24.2 0.6 0.7 0.7 0.5 0.6 2.0 7.7 4.4 2.5 2.9 1.0 0.5 0.3 0.3 0.4 0.7 1.2 0.9 12.1 1.8 0.5 0.3 0.2 0.2 0.3 0.3 0.3 0.1 4.9 1.1 0.4 0.2 0.2 0.1 0.2 0.2 0.3 1.0 0.5 3.5 39.8 5.2 0.3 0.1 0.3 0.5 0.4 0.2 0.2 0.1 0.1 0.7 39.9 6.0 1.2 2.4 6.1 2.7 0.5 0.1 2.3 0.8 0.3 0.2 0.1 0.2 1.4 5.5 2.9 0.9 11.6 1.7 0.4 0.2 0.2 0.4 0.6 1.1 1.1 1.0 5.4 1.3 0.4 0.2 3.3 1.8 0.7 0.6 1.3 4.8 0.3 0.8 0.5 0.2 0.2 31.8 4.3 0.9 0.6 1.6 10.1 0.7 0.3 0.2 0.2 0.6 5.1 2.2 0.6 0.5 0.9 2.3 16.6 2.1 0.4 0.2 0.1 0.2 0.7 0.6 0.4 0.3 0.4 0.4 4.8 6.4 1.5 0.4 0.2 0.1 0.2 0.3 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.6 1.0 0.6 0.2 0.2 0.1 0.3 0.6 0.5 0.5 0.5 0.6 0.2 0.1 0.1 0.2 0.9 9.0 15.3 1.9 0.2 0.1 0.2 0.3 0.2 0.2 0.2 0.2 1.7 3.8 1.3 0.9 1.9 2.8 0.1 0.1 0.2 0.6 2.0 2.4 0.9 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 11.5 15.3 2.4 1.3 5.8 26.9 0.1 0.1 0.1 0.3 0.5 0.5 0.4 0.3 0.4 0.4 0.3 0.2 0.2 0.4 1.2 2.4 4.7 1.5 1.0 3.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 1.4 2.2 0.9 0.2 0.1 0.6 4.9 12.3 2.8 0.7 0.3 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.9 5.0 16.9 2.5 0.1 0.1 0.1 0.2 0.5 0.6 0.5 0.5 3.3 0.1 0.1 0.2 0.4 1.4 3.5 1.6 0.1 0.1 0.2 0.6 3.5 23.4 0.1 0.1 0.1 0.4 1.5 0.0 0.1 0.1 0.1 0.1 0.6 0.6 0.7 0.5 0.6 0.7 0.7 0.8 0.8 0.6 0.7 0.8 0.9 0.9 0.7 0.8 0.9 0.9 0.9 1.0 0.7 0.9 1.0 1.0 1.0 0.6 0.8 0.9 1.0 1.0 1.0 0.6 0.7 0.9 1.0 1.0 1.0 0.4 0.6 0.7 0.8 0.9 1.0 1.0 1.0 1.0 0.9 0.4 0.4 0.5 0.7 0.8 0.9 0.9 0.9 0.9 1.0 0.8 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.7 0.4 0.4 0.5 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.6 0.3 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.6 0.3 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.7 0.5 0.3 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.5 0.3 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.5 0.2 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.4 0.3 0.7 0.7 0.8 0.8 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 1.1 1.0 1.0 1.0 1.0 1.0 0.8 0.8 0.7 0.6 0.5 0.4 0.4 1.2 1.1 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.5 0.5 0.4 1.4 0.9 0.8 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 1.3 1.2 0.8 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.5 0.5 1.2 1.1 1.1 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.5 1.0 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 1.0 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.7 0.7 0.8 1.0 0.9 0.8 0.9 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.9 0.8 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.6 0.6 0.6 0.8 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.9 1.0 0.6 0.6 0.6 0.7 0.6 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.1 0.6 0.5 0.5 0.6 0.6 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.9 1.0 1.2 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.2 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.5 0.4 0.4 0.4 0.3 0.6 0.5 0.4 0.3 0.3 0.3 0.6 0.6 0.4 0.3 0.3 0.3 0.7 0.6 0.4 0.3 0.3 0.3 1.1 1.1 1.0 0.8 0.5 0.4 0.4 1.1 1.1 1.0 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.3 0.2 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.7 0.9 0.8 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.4 1.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.2 1.5 3.0 8.2 4.9 1.5 2.1 7.0 4.8 1.2 1.1 4.1 7.2 2.1 1.2 2.7 2.1 0.7 0.3 0.3 0.9 8.2 16.2 2.1 0.4 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.2 2.8 36.9 8.5 1.0 1.7 29.2 11.0 0.7 0.6 8.1 35.3 1.9 1.4 18.9 8.3 1.3 0.5 0.4 0.7 2.0 2.5 0.5 0.6 0.6 0.6 0.8 0.8 0.8 3.4 0.6 0.7 0.4 0.5 0.5 0.5 0.8 0.8 0.3 0.4 0.4 0.4 0.5 0.7 0.8 0.3 0.3 0.3 0.7 0.8 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.7 0.7 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.0 1.1 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.8 0.8 0.7 0.4 0.4 0.2 0.3 0.4 0.3 0.3 0.3 0.4 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.2 0.3 0.3 0.4 0.3 0.3 0.4 0.5 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.4 0.4 0.5 0.5 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.6 0.7 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.7 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.8 0.9 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.9 1.0 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.9 1.1 1.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.9 1.1 0.2 0.3 0.3 0.4 0.5 0.7 0.3 0.3 0.4 0.5 0.7 0.8 0.8 0.9 0.3 0.3 0.4 0.5 0.7 0.7 0.8 0.7 0.3 0.3 0.4 0.5 0.7 0.8 0.8 0.9 0.3 0.3 0.4 0.6 0.7 0.8 0.8 0.9 0.3 0.4 0.4 0.6 0.7 0.8 0.8 0.8 0.3 0.4 0.5 0.6 0.7 0.3 0.4 0.5 0.6 0.7 0.3 0.4 0.4 0.5 0.6 0.3 0.4 0.4 0.5 0.6 0.6 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.2 0.3 0.4 0.4 0.5 0.5 0.2 0.3 0.4 0.4 0.5 0.2 0.3 0.4 0.4 0.5 0.2 0.3 0.4 0.4 0.5 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.3 0.4 0.6 0.7 0.8 0.9 1.0 1.0 0.3 0.5 0.6 0.8 0.9 1.0 1.0 1.0 0.4 0.5 0.6 0.8 0.9 1.0 1.0 1.1 0.3 0.5 0.6 0.8 0.9 1.0 1.0 1.0 0.3 0.5 0.6 0.7 0.8 0.9 1.0 1.0 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.9 0.4 0.4 0.5 0.6 0.7 0.7 0.7 0.8 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.4 0.5 0.6 0.6 0.7 0.4 0.5 0.6 0.7 0.7 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.9 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.5 0.6 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.5 0.4 0.4 0.3 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.5 0.4 0.3 0.5 0.6 0.7 0.1 0.5 0.6 0.6 0.7 0.5 0.6 0.6 0.6 0.4 0.5 0.6 0.6 20'-0" FRONT SETBACK 30'-0" REAR SETBACK 30'-0" REAR SETBACK 30'-0" REAR SETBACK 30'-0" SIDE SETBACK 30'-0" SIDE SETBACK 20'-0" FRONT SETBACK 8" DI WATER WV WV D Y H WV SIDE SETBACK: AREA=6030 SF PU REGULATION (1/20SF)=301 EX. TREE (1X15)= LG TREE (11X10)=110 SM TREE (4X4)=16 LG SHURB (15X2)=30 SM SHRUBS (100X1)=125 LAWN/ G.COVER= (1024/50)=20 PU PROPOSED=301 FRONT SETBACK: AREA=462 SF PU REGULATION (1/15SF)=30.8 LG SHURB (2X2)=4 SM SHRUBS (24X1)=24 LAWN/ G.COVER= (250/50)=5 PU PROPOSED=33 SIDE SETBACK: AREA=3544 SF PU REGULATION (1/20SF)=177 LG TREE (6X10)=60 SM TREE (3X4)=12 SM SHRUBS (100X1)=75 LAWN/ G.COVER= (1500/50)=30 PU PROPOSED=177 GENERAL LAND AREA=6 PU REGULATION (1/50S LG TREE (3X SM TREE (8 SM SHRUBS (93 LAWN/ G.COVER= (1300/ PU PROPOS COMMUNITY GARDEN -RAISED WOOD PLANTERS WITH DECOMPOSED GRANITE PATHS PU REGULATIO LG LG S SM SH LAWN/ G.COVER PU DOG PARK 5' CONCRETE PATH CONCRETE PAVERS TABLES & CHAIRS BENCH * * * * * * * * * * * * * * * * * * * * * * * * * J J J 1 TYP F G 1 2 3 4 B 6 K M C D E J L 5 7 H BB A +25'-0" +25'-0" +25'-0" +25'-0" +25'-0" HH HH HH 2 TYP 3 3 3 4 3 3 3 3 4 TYP 4 TYP 4 TYP 4 TYP TRUE 111 SW Fifth Ave, Ste 3210 Portland, Oregon 97204 Tel [PHONE REDACTED] Fax [PHONE REDACTED] PROJECT NUMBER © ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 [PHONE REDACTED] 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 [PHONE REDACTED] 1014 HOWARD STREET SAN FRANCISCO, CA 94103 [PHONE REDACTED] DATE NOT FOR CONSTRUCTION SHEET NUMBER SHEET NUMBER SAZAN# 524-21032 C:\Users\mcailao\Documents\524-21032 Woodburn ALF MEP v20_mcailaoR8HL4.rvt 1/6/2022 11:39:41 AM 203170 80% CD WOODBURN II ASSISTED LIVING FACILITY LINK SENIOR DEVELOPMENT 2325 N BOONES FERRY RD, WOODBURN, OR 97071 12/22/2021 ELECTRICAL LIGHTING SITE PLAN E1.01 E1.01 REVISIO N DATE REASON FOR ISSUE 1" = 20'-0" 1 ELECTRICAL - LIGHTING SITE PLAN SHEET NOTES A. ALL FIXTURES INSTALLED OUTDOORS SHALL BE RATED FOR DAMP/WET LOCATIONS AS REQUIRED. COORDINATE DAMP/WET LOCATION RATING PER NEC ARTICLE 410-4. ALL INSTALLATIONS SHALL CONFORM TO NEC ARTICLE 410, ALL SUB ARTICLES. B. COORDINATE EXACT SITE LIGHTING FIXTURE LOCATIONS WITH LANDSCAPE DRAWINGS. ALL CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT. C. PRIOR TO TRENCHING IN ANY AREA, CONTACT ELECTRICAL, GAS, CABLE TV, COMMUNICATIONS, AND WATER UTILITY COMPANIES AND HAVE ALL UNDERGROUND UTILITIES IN THE AREA IDENTIFIED. DAMAGE TO ANY UNDERGROUND STRUCTURE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE PROJECT. D. NUMBER OF BENDS IN A SINGLE CONDUIT RUN SHALL NOT EXCEED THE EQUIVALENT OF 4 QUARTER BENDS BETWEEN PULL POINTS PER NEC. INSTALL FLUSH ON GRADE PULL BOXES AS REQUIRED. E. ALL CONDUIT ROUTING AND STUB-UP LOCATIONS ARE SHOWN SCHEMATICALLY. FIELD VERIFY ALL WORK PRIOR TO ANY ROUGH-IN. COORDINATE ROUTING WITH NEW AND ANY EXISTING OBSTRUCTIONS. COORDINATE STUB-UP LOCATIONS WITH ACTUAL EQUIPMENT LOCATIONS IN FIELD. 1. PROVIDE UNDERGROUND PULL BOX. EXACT SIZE TBD. 2. PROVIDE 12" SQx18"D COMPOSITE HANDHOLE FOR LED BOLLARD REMOTE POWER SUPPLY. OLDCASTLE #1212-18 OR APPROVED EQUAL. COORDINATE EXACT LOCATION WITH ARCHITECT AND LANDSCAPE. 3. PROVIDE 1 1/4" SCHED 40 UG PVC CONDUIT W/ 2#10, 1#10 GND. 4. PROVIDE 3/4" SCHED 40 UG PVC CONDUIT W/ 2#12, 1#12 GND. # FLAG NOTES ---PAGE BREAK---