Document Woodburn_doc_b507a2863e

File number(s): Project name: Date of decision: Date ofmailing: Applicant: Landowner: Site location: Decision: .99P~V~N In corpo rated 1889 Final Decision Planning Commission DR 23-09, SA 23-07, & VAR 23-07 Salud Medical Center Renovation January 11, 2024 January 19, 2024 Meghan Panarella, Clark Kjos Architects Yakima Valley Farm Workers Clinic 1175 Mt Hood Avenue (Tax Lot 051W08BC00800} Approved with Conditions Proposed Development The subject property is 1175 Mt Hood Avenue, a 3.92-acre property in the Commercial Office (CO) zoning district. It is already developed with a medical office building occupied by Salud Medical Center. The proposal before the Planning Commission was a Design Review application to construct a 129 square foot front vestibule to the pharmacy area, expand the existing parking lot to add 39 new stalls, and add a second driveway onto Mt Hood Avenue. While not relevant for the Design Review, the project also includes significant interior work to the existing building - new casework, flooring, baseboards, paint, and all new interior lighting, and several spaces will undergo layout changes that will require modifications to ceilings, structural, mechanical, and electrical components. A Street Adjustment application was included to request a modified cross-section for Mt Hood Avenue. A Variance application was also included, with requests to not meet standards related to parking lot setback, street trees, perimeter screening, and on-site exterior lighting. ---PAGE BREAK--- Public Hearing Summary On January 11, 2024, the Planning Commission held a public hearing for this Type Ill Design Review (DR), Street Adjustment (SA), and Variance (VAR) application package. Written testimony was received by the property owner of 1055 Mt Hood Ave (Walt Griffiths, KWG Enterprises LLC, 3440 NW Covey Run Rd, Corvallis, OR 97330). Mr. Griffiths shared concerns about the applicant's Street Adjustment request, the street tree variance request, the proposed second driveway, emergency access through the site, and the perimeter screening variance request. After closure of the record, the Commission deliberated, discussed the concerns brought up by Mr. Griffiths, and ultimately voted unanimously to approve the application package with the conditions recommended by staff in the staff report published January 4, 2024, except as modified by the staff memo dated January 9, 2024 to revise the due date of certain conditions to be prior to building permit final inspection. (.I.OJ;,CEJITZO:rJIG) _ : _ - ~ I• I I ! . - 1 ~ I - I ' EXISTING BUILDING 2l 5H50FT ~ ~ ~ M ~ fj " ri !J ~ 11 110 111 U 11 " EllSD~uaAN5n SJG11 TOEEf.EI..OCATEO . - - - - - - - - - - - - - - ~u j m.1 ti MT HOOD AVENUE Site Plan DR 23-09, SA 23-07, & VAR 23-07 Final Decision I I • (,1,.0,!;.CE.IIT zo:rur..) Page 2 of 8 ---PAGE BREAK--- Conditions of Approval 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. Public Works conditions: The developer shall follow the attached "Public Works Conditions December 27, 2023" (Attachment 102). 3. Grading Permit: If required by 5.01.048, the developer shall submit application for and obtain approval of a Grading Permit prior to beginning any grading or construction work on-site. 4. Fence Permit: To demonstrate conformance with 2.06.02 and 5.01.03, the developer shall submit application for and obtain approval of a Fence Permit for any new or modified fencing. 5. Mt Hood Avenue crosswalk: The developer shall re-stripe the crosswalk, install new reflective curbing along the median island, and replace any missing bollards within the median island at the Mt Hood Avenue/ Park Avenue intersection. These improvements shall meet applicable ODOT standards and are due prior to building permit final inspection. 6. Transit development fee: Pursuant to 3.01.031 and 3.01.09, the developer shall pay to the City a transit development fee of $166 per net additional parking stall to help implement TSP Project TlO. Fee payment is due prior to building permit issuance. 7. Easements: The developer shall complete the following prior to building permit final inspection: a. Water line: To meet 3.02.0lA, grant a public utility easement over the public water line being extended through the property. Minimum width of this easement is 16 feet. b. Streetside PUE: To meet 3.02.018 and Figure 3.018, grant a 10-foot-wide public utility easement along the frontage of Mt Hood Avenue. 8. Street lighting: Pursuant to 3.02.03A, adjacent street lighting for Mt Hood Avenue 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 Department indicating that existing illumination complies with the DR 23-09, SA 23-07, & VAR 23-07 Final Decision Page3of8 ---PAGE BREAK--- standards or install new lighting to conform. This is due prior to building permit final inspection. 9. Underground utilities: Pursuant to 3.02.04, all utility services to and within the development shall be underground. 10. Second driveway: The following conditions apply to the proposed second driveway: a. Pursuant to 3.04.0lD, the developer shall obtain the necessary approvals and/or permits from the Oregon Department of Transportation for the construction of a second driveway prior to building permit issuance. Documentation ofthe approval shall be provided as part of the building permit application. b. Pursuant to 3.04.03B3, the proposed second driveway shall function as a right- out-only driveway. The developer shall install traffic control signage and pavement striping around the driveway to appropriately communicate this to drivers. Details of signage and striping shall be provided as part of the building permit application. c. The maximum width of this driveway shall not exceed 12 feet at the property line. 11. On-site crosswalks: To meet 3.04.0GD, the wide walkway crossings over the drive aisle shall be made visually distinct from the asphalt pavement by either using stamped concrete or constructing a raised walkway crossing. Revise site plans to demonstrate conformance as part of the building permit application. 12. Parking: The developer shall revise plans as needed to provide the following: a. All existing and proposed parking stalls shall be delineated with double parallel line striping to meet 3.05.02K and Figure 3.0SC. b. Pursuant to 3.05.03B, accessible parking shall be provided to meet applicable state statute and building code requirements. c. Pursuant to Table 3.0SC, the developer shall provide at least 5 carpool/vanpool parking stalls that meet the striping and signage requirements in 3.05.03H. d. Pursuant to Table 3.0SE, the developer shall provide at least 8 electric vehicle parking stalls that meet the charging level, striping, and signage requirements in 3.05.031. e. Pursuant to 3.05.03E and Table 3.0SD, the developer shall provide at least 25 bicycle parking stalls that meet the facility and dimension standards in 3.05.06 and Table 3.0SG. 13. Trash enclosure: To meet 3.06.0SA and Table 3.06D, the existing trash enclosure must be enclosed within an architectural wall that meets the design standards outlined in 3.06.06B. Revise plans as needed to demonstrate conformance. DR 23-09, SA 23-07, & VAR 23-07 Final Decision Page 4 of 8 ---PAGE BREAK--- 14. Tree preservation: To protect and preserve the existing significant trees that are noted to remain, the developer shall follow the attached City of Portland Tree Protection Rules (Attachment 104) throughout the entire construction process. 15. Signage: As indicated on the site plans, the developer shall relocate the existing monument sign prior to building permit final inspection. The developer shall apply for and obtain a Sign Permit for this relocated sign, along with any other new or modified signage. The sign variance approved in March 2020 (VAR 2019-10) for this property shall continue to apply. DR 23-09, SA 23-07, & VAR 23-07 Final Decision Page 5 of 8 ---PAGE BREAK--- 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. Records: Staff recommends that the applicant retain a copy of the subject approval. 3. Fences, fencing, & free-standing walls: The approval excludes any new fences, fencing, & free-standing walls, which are subject to WOO 2.06 and the permit process of 5.01.03. 4. Signage: The approval excludes any signage, which is subject to WOO 3.10 and the permit process of 5.01.10. 5. Other Agencies: The applicant, not the City, is responsible for obtaining permits from any county, state and/or federal agencies, which may require approval or permit, and must obtain all applicable City and County permits for work prior to the start of work and that the work meets the satisfaction of the permit-issuing jurisdiction. The Oregon Department of Transportation (ODOT) might require highway access, storm drainage, and other right-of-way (ROW) permits. All work within the public ROW or easements within City jurisdiction must conform to plans approved by the Public Works Department and must comply with a Public Works Right-of-Way permit issued by said department. Marion County plumbing permits must be issued for all waterline, sanitary sewer, and storm sewer work installed beyond the Public Right-of-Way, on private property. 6. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. Contact Planning Division staff at least three City business days prior to a desired date of planning and zoning inspection of site improvements. This is required and separate from and in addition to the usual building code and fire and life safety inspections. Note that Planning staff are not primarily inspectors, do not have the nearly immediate availability of building inspectors, and are not bound by any building inspector's schedule or general contractor convenience. 7. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Oregon Department of Transportation (ODOT), Public Works storm water practices and the Storm Drainage Master Plan. The applicant shall provide a final hydraulic analysis for the development and collection system, including the capacity of the proposed 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. DR 23-09, SA 23-07, & VAR 23-07 Final Decision Page 6 of 8 ---PAGE BREAK--- 8. Public Works Review: Staff performs final review of the civil plans (within City right-of-way jurisdiction) during the building permit stage. Public infrastructure must be constructed in accordance with plans approved by the City, ODOT, as well as current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. All improvements/work within the right-of-way shall be completed prior to final building inspection. 9. ODOT review: Applicant is required to obtain a permit from ODOT for all work within ODOT jurisdiction. Applicant to provide a copy of the ODOT permit approval prior to building permit issuance. 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 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. DR 23-09, SA 23-07, & VAR 23-07 Final Decision Page 7 of 8 ---PAGE BREAK--- 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 4.02.01B1. 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]. Sincerely, / I ! I Da~ andel, Affirmed, ;toow©ro Lisa Ellsworth, Chair, Planning Commission Attachments: Date Date 1. Public Works Department conditions of approval (Staff Report Attachment 102) 2. City of Portland tree protection rules (Staff Report Attachment 104) 3. Approved site plans {Staff Report Attachment 106) DR 23-09, SA 23-07, & VAR 23-07 Final Decision Page 8 of 8 ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] Salud Medical Center Renovation DR 23-09, SA 23-07 & VAR 23-07 1175 Mt Hood Public Works Comments December 27, 2023 CONDITIONS OF LAND USE APPROVAL: 1. The Applicant, not the City, is responsible for obtaining permits from state, county and/or federal agencies that may require such permit or approval. 2. The Applicant, not the City, is responsible for obtaining permits from other property owners that may require access permits and connections to existing water main system. 3. Marion County plumbing permits must be issued for all storm sewer, sanitary sewer, and waterline work installed beyond the Public Right-of-Way, on private property. 4. All required on-site detention area(s) for the runoff from this site will need to be provided in accordance with a hydraulic analysis report provided by professional engineer in Oregon and approved by the Oregon Department of Transportation (ODOT) and the City’s Public Works Department. 5. Applicant to provide street lighting along Highway 214 (Mt Hood Avenue). Streetlights shall be in accordance with street lighting plans approved by ODOT, the City and conforming to Portland General Electric (PGE) requirements and under PGE’s option B. 6. All City-maintained facilities located on private property shall require a minimum of 16- foot-wide utility easement conveyed to the City by the property owner. This is the applicant’s responsibility to provide, not the City’s. Utilities of unusual depth, size or location may require a larger width. 7. Provide and record the required public utility easements prior to building permit final inspection. 8. Final Civil Plans review will be done during the Development Application for Construction. Public improvements will be designed and constructed in accordance with plans approved by Public Works and the Oregon Department of Transportation (ODOT). 9. All public improvements shall be deemed complete prior to building permit final inspection. 10. Applicant to pay all public improvements (right-of-way) fees for all public improvements ---PAGE BREAK--- Engineering & Project Delivery 190 Garfield Street ● Woodburn, Oregon 97071 Ph. 5030-982-5240 ● Fax [PHONE REDACTED] that are to be maintained by the City as per Ordinance #1795. 11. Fire protection access, fire hydrant locations and fire protection issues shall comply with current fire codes and Woodburn Fire District standards. All fire water meters, and fire service vaults shall be located on private property within a public easement. 12. The applicant shall complete a City of Woodburn Nonresidential Wastewater Survey and comply with the conditions of the Wastewater Permit. Contact Carol Leimbach, City of Woodburn Industrial Waste Coordinator, at [PHONE REDACTED]. 13. System Development fees shall be paid at the time of building permit issuance. ---PAGE BREAK--- Page 1 of 3 Attachment 104 The applicant shall protect the preserved trees pursuant similar to City of Portland Title 11.60.030, specifically either the subsections set of C.1.a.(1), and C.1.b., & f. (clear and objective) and or, the subsections set of C.2.a., & d.-f. (arborist’s discretion) and D. as modified below and shall do so between land use approval and issuance of certificate of occupancy (C of C. Protection methods. The Tree Plan shall show that the contractor adequately protects trees to be preserved during construction using one of the methods described below: 1. Clear & Objective Path. a. A root protection zone is established as follows: For trees on the development site - a minimum of 1 foot radius (measured horizontally away from the face of the tree trunk) for each inch of tree diameter (see Figure 80-2) Figure 80-2 Root Protection Zone Existing encroachments into the root protection zone, including structures, paved surfaces and utilities, may remain. New encroachments into the root protection zone are allowed provided: the area of all new encroachments is less than 25 percent of the remaining root protection zone area when existing encroachments are subtracted; and no new encroachment is closer than 1/2 the required radius distance (see Figure 60- ---PAGE BREAK--- Page 2 of 3 Figure 60-1 Permissible RPZ Encroachments b. Protection fencing Protection fencing consisting of a minimum 6-foot high metal chain link construction fence, secured with 8-foot metal posts shall be established at the edge of the root protection zone and permissible encroachment area on the development site. Existing structures and/or existing secured fencing at least 3½ feet tall can serve as the required protective fencing. When a root protection zone extends beyond the development site, protection fencing is not required to extend beyond the development site. Existing structures and/or existing secured fencing at least 3½ feet tall can serve as the required protective fencing. e. The following is prohibited within the root protection zone of each tree or outside the limits of the development impact area: ground disturbance or construction activity including vehicle or equipment access (but excluding access on existing streets or driveways), storage of ---PAGE BREAK--- Page 3 of 3 equipment or materials including soil, temporary or permanent stockpiling, proposed buildings, impervious surfaces, underground utilities, excavation or fill, trenching or other work activities; and f. The fence shall be installed before any ground disturbing activities including clearing and grading, or construction starts; and shall remain in place until final inspection by Planning Division staff. 2. Arborist’s Discretion. When the prescriptive path is not practicable, the applicant may propose alternative measures to modify the clear and objective root protection zone (RPZ), provided the following standards are met: a. The alternative RPZ is prepared by an arborist who has visited the site and examined the specific tree’s size, location, and extent of root cover, evaluated the tree’s tolerance to construction impact based on its species and health, identified any past impacts that have occurred within the root zone, and forwarded a report through the developer to Planning Division staff; b. The arborist has prepared a plan providing the rationale used to demonstrate that the alternate method provides an adequate level of protection based on the findings from the site visit described above; d. If the alternative methods require the arborist be on site during construction activity, the applicant shall submit a copy of the contract for those services prior to permit issuance and a final report from the arborist documenting the inspections and verifying the viability of the tree(s) prior to final inspection by the Planning Division; e. If the alternative tree protection method involves alternative construction techniques, an explanation of the techniques and materials used shall be submitted; f. The arborist shall sign the tree preservation and protection plan and include contact information. D. Changes to tree protection. Changes to the tree protection measures during the course of the development may be approved as a revision to a permit provided that the change is not the result of an unauthorized encroachment into a root protection zone (RPZ), and the applicant demonstrates that the tree protection standards of this Section continue to be met. When an unauthorized encroachment has occurred, the City may pursue an enforcement action or other remedy. ---PAGE BREAK--- J J COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT EV NO PARKING EV EV EV EV EV EV NO PARKING NO PARKING NO PARKING EV CARPOOL VANPOOL CARPOOL VANPOOL CARPOOL VANPOOL CARPOOL VANPOOL CARPOOL VANPOOL CARPOOL VANPOOL COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT VAN VAN VAN VAN LEVEL 1 0' - 0" LEVEL 1 0' - 0" LEVEL 2 12' - 9" T.O. LEVEL 2 24' - 7" T.O. PARAPET 27' - 0" T.O. LEVEL 1 EAST WING 8' - 3 1/2" 8 A8.01 TOTAL NEW FACADE AREA = 132 SF NEW GLASS AREA = 96 SF % = GLASS AREA/FACADE AREA = 96/132 = 73%>30% AREA OF EXTERIOR WORK EXISTING RED/BROWN WOOD SIDING EXISTING EARTH TONED BRICK EXISTING EARTH TONED STUCCO PROPOSED ALUMINUM FRAMED STOREFRONT WITHIN STUCCO WALL TO MATCH EXISTING PROPOSED WOOD CANOPY TO MATCH EXISTING EXISTING WALL SCREENS NEW ROOF TOP MECHANICAL UNIT 11' - 2" 12' - 1" LEVEL 1 0' - 0" T.O. LEVEL 1 EAST WING 8' - 3 1/2" OPEN (CANOPY) AREA OF EXTERIOR WORK TOTAL NEW FACADE AREA = 96 SF NEW GLASS AREA = 71 SF % = GLASS AREA/FACADE AREA = 71/96 = 74%>30% MT HOOD AVENUE EXISTING BUILDING A1.01 2 SETBACK 15' MIN SETBACK 15' MIN SETBACK 15' MIN IL (ADJACENT ZONING) IP (ADJACENT ZONING) IP (ADJACENT ZONING) ST. WIDENING SETBACK 50' - 0" SETBACK 15' MIN PROPOSED NEW CONSTRUCTION 129 SQF DENTAL VAN & ELEC HOOK UP 245' TO BUS STOP EXISTING CROSS WALK ACCESSIBLE ROUTES TO BUILDING 170' MIN 179' - 9" EXISTING MONUMENT SIGN TO BE RELOCATED EV EV EV EV EV EV EV EV 23 555 SQFT B A C PREVIOUS APPROVED VARIANCE TRASH ENCLOSURE PREVIOUS APPROVED VARIANCE 23.7' 24.0' 24.6' 23.6' 24.0' 24.0' 24.0' 24.0' 36.1' 9.0' 9.0' 18.0' 24.0' TYP. STANDARD 18.0' TYP. COMPACT 8.0' TYP. STANDARD 9.0' 24.0' 1. Non-conformance: Per 04.03C3b(b) Where off street parking increases from an existing amount by 25% (32) or more would put us at full redevelopment. Then all nonconformities exterior to buildings will need to be upgraded. This includes any of frontage, street, and public improvements that are nonconforming. A. The existing site had 129 parking spaces. B. The submitted plan showed 168 spaces. Which means we added 39 spaces and are above the 25% (32) and full redevelopment will be required. 2. Parking: Per the current code (3.05.03A#2), the number of parking shall not exceed two times the amount set in table 305A. Per table 305A the site is allowed to have 1/250 SF of the gross floor area. The gross floor area is the sum of the floor areas of the spaces within the building. This is typically measured from the interior face of the exterior walls. The current square feet of the gross floor area is: 22,319 SF(Level One) + 8,066 SF (Level Two) = 30,385 GSF A. 30,385GSF/250SF = 122 minimal spaces allowed B. 122 x 2 = 244 max parking spaces allowed a. The proposed plan is in conformance with the current development ordinance b. We are proposing 168 spaces because we still need to meet the lot coverage, landscape requirements, and set back requirements. c. Per ORS 447.233. We will need to provide 5 ADA spaces and 1 van space. The current design exceeds this requirement. d. Per table 305C 3% (5 spaces) of the 168 spaces will need to be Van/Carpool parking. These spaces need to be a maximum of 50 feet to a building perimeter walkway and can be in the back of the property. The current design meets this requirement. e. Per table 305D 15% (25 spaces) will need to be provided for Bike Parking. If not visible from sidewalk signage must be provided. At least 50% (13 spaces) of the outdoor bike parking must be covered. The location of the bike parking must be within 50’ of the main entrance. There are 13 existing bike parking spaces, two of them are covered. The current design provides twelve (12) new covered spaces. f. Per table 305E 5% (8 spaces) of the 168 spaces will need to be EV charging stations. These stations will need to be located 50 feet to a building perimeter walkway, but they can be located in the back of the property. We meet this standard by providing at total of 8 EV stations. Six in the back and two in the front. 3. Street Improvements: The non-conformance will require full site improvements as outlined in Section 3.01Street Improvements required. Per transportation system plan Mt.Hood Avenue is considered a Major arterial street and we would need to match figure 3.01B. A. The existing conditions does not meet the cross-section requirements. The project will be submitting for zoning adjustment. There are bike lanes, cross walks with signage and flashing lights. The sidewalk width exceeds the width required. There is pedestrian access from the bus stop. The nearest stop is east of the property in front or PGE. We meet the vision clearance requirements. 4. Vehicular Access: Per 3.04.03 Access management: Driveway Standards the city prefers the number of driveways to be minimized based on overall site design. The city might allow a second driveway but a written traffic analysis memo on traffic patterns, queuing issues, and volume etc. would be required. Per 3.04.03D Access Management #5 the new drive isle would be allowed if it were limited to an exit only and right-hand turn only. ODOT typically requires 300 feet between drive aisles. If drive isle is exit only and right-hand turn, then 170’ between drive aisle would be acceptable. The second drive aisle would require a new streetlight. The new streetlight would require coordination with PGE. PGE would create their own drawings and determine where the pole will be located. 5. Significant Tree: The city prefers to keep the trees between the property and sidewalk and to preserve as many significant trees as possible. Removal of significant trees should be considered last resort option. An arborist of the owner’s selection will need to document the DBH, health, species and size of the significant tree that will be removed. Per 3.06.07 D, the owner will be replacing each tree removed with one replacement tree. Each replacement tree will be at least two inches in caliper. Each replacement tree will be of a species not prohibited by this section. The replacement tree shall be of the same size range at maturity as the significant tree replaced. Refer to section 3.06 Landscaping for further requirements. A. Per Table 3.06A the entire setback excluding driveways shall be landscaped at a 1 PU/15 SF. Also 20%of the paved surface area for off street parking, loading, and circulation shall be required to have 1 small tree per 10 parking spaces, or 1 medium tree per 15parking spaces, or 1 large tree per 25 parking spaces, and 1 PU/20 SF excluding required trees. B. Landscape island or peninsulas shall cap each aisle end to protect parked vehicles from moving vehicles, emphasize vehicular circulation patterns, and shade vehicles, and pedestrians as outlined in 3.06.03 Landscape standards C. The project is apply for a variance on zoning code 3.06.03 landscape standards #1 street frontage trees. Refer to Landscape and Arborist report for how the project is meeting all other landscape requirements. 6. Screening: Per 3.06.04B the entire setback area excluding driveways will need to be landscaped. Also 20% of the paved surface area for off street parking, loading, and circulation will need to be landscaped. Per table 3.06D we will need to provide a six -seven foot architectural wall between our project’s property and the adjacent light industrial and industrial park zoned properties. Currently the north and west properties have an architectural wall that appears to meet this requirement. The east side of the property only has a sight-obscuring fence. Per the table the property being developed must provide screening if no comparable screening exists on the abutting protected property. We will be apply for a variance for zoning code 3.06.05, Table 3.06D. 7. Exterior Lighting: All exterior lighting will be upgraded to meet the new zoning requirements outlined in Section 3.11 except for the the existing parking lot pole lights along the back half of the property. We will be applying for a variance to be allowed to keep the pole heights along north, east, and west locations. The north and east side abut against an industrial park zoning properties. The west side of the property abuts along a light industrial zoning property. The heads of the existing fixtures will be replaced with compliant fully shielded and light color compliant heads. LEVEL 1 0' - 0" T.O. LEVEL 1 EAST WING 8' - 3 1/2" NOT APPLICABLE FOR ZONING GLAZING REQUIREMENT 1/2" A8.01 2 SIM BACKER ROD AND SEALANT PT WOOD NAILER W.R.B STUCCO WOOD JOIST BEYOND, REF STRUCTURAL WINDOW FLASHING PER WEATHER BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS INSECT SCREEN CASING BEAD WITH WEEPS 2 PIECE PREFINISHED METAL FLASHING WITH DRIP AND CLEAT CONT. BACKER ROD AND SEALANT ALUMINUM STOREFRONT SYSTEM GLULAM, REF STRUCTURAL REF. RCP CONCRETE SLAB AND FOOTING, SEE STRUCTURAL ALUMINUM FRAMED EXTERIOR STOREFRONT CONTINUOUS BACKER ROD AND SEALANT INTERMITTENT SHIMS AS REQUIRED TO ALLOW FOR DRAINAGE CONTINUOUS SEALANT BREAK METAL TRIM, TURN FF SAM UP TRIM LEG TO CREATE BACK OF SILL PAN PREFINISHED BREAK METAL FLASHING SPRAY APPLIED WATER PROOFING T.O. SLAB PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2023 -NOT FOR CONSTRUCTION- PRELIMINARY 621 SW Alder St., Suite 700 Portland, OR 97205 Phone: 503/224-4848 11/21/2023 3:44:22 PM ZONING CODE COMPLIANCE 10.30.2023 G1.04 65% Construction Document Set 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 1/8" = 1'-0" G1.04 1 SOUTH ELEVATION - GLAZING COMPLIANCE 3/8" = 1'-0" G1.04 2 WEST - ZONING PROJECT ZONE: CO FACADES FACING STREETS AND PUBLIC PARKING AREAS: SOUTH MASS AND BULK ARTICULATION GUIDELINES: THE SOUTH FACADE (FACING MT. HOOD ST) IS ARTICULATED WITH MULTIPLE CANOPIES. TWO VESIBULES PROJECT FROM THE FACADE LINE. THE FACADE IS ARTICULATED IN 11 PLANES. 3 DIMENSIONAL DESIGN FEATURES: MULTIPLE PUBLIC DOOR WAYS, MULTIPLE OFFSETS, TWO EXTRUDING WOOD CANOPIES, MULTIPLE FACADE MATERIALS INCLUDING STUCCO, STOREFRONT, BRICK AND WOOD SIDING. MATERIAL AND TEXTURE GUIDELINES OVER 30% GLASS ON NEW ADDITION (SEE ELEVATIONS) SIDING IS BRICK, WOOD AND STUCCO FACADE MATERIALS AND CANOPIES ARE EARTH TONE COLORS NO FLUORESCENT LIGHTS ARE PROPOSED ON THE EXTERIOR MULTI-PLANED ROOF GUIDELINES THE ROOF HAS MANY VARIATIONS IN HEIGHT AND PLANE. THE PROPOSED CANOPY IS A NEW PLANE. ROOF MOUNTED EQUIPMENT GUIDELINES: NEW UNIT IS PROPOSED AND WILL BE SCREENED BY AN EXISTING WALL WEATHER PROTECTION NEW 23' LONG BY 21' WIDE CANOPY IS PROPOSED. THIS IS DESIGNED TO MATCH THE EXISTING WOOD CANOPY. SOLAR ACCESS PROTECTION THE PROPOSED EXTERIOR ADDITION (VESTIBULE AND CANOPY) ON THE SOUTH PORTION OF THE BUILDING DOES NOT BLOCK SOLAR ACCESS FOR ANY ADJACENT BUILDINGS BUILDING LOCATION GUIDELINES THE BUILDING LOCATION IS EXISTING GLAZING NEW ADDITION HAS SOUTH FACING FACADE FACING MT HOOD HWY, REF SOUTH ELEVATION ON G1.04. GLAZING IS 73% OF THIS ELEVATION, THUS EXCEEDING THE 30% REQUIRED. BUILDING HEIGHT ZONE CO = MAX 35'. NEW ADDITION IS 11-'2 TO THE PEAK OF THE ROOF WHICH IS LESS THAN 35' BUILDING ENTRY THE NEW ADDITION CANOPY IS 1' SHORTER AND SET BACK 12' FROM THE MAIN ENTRY CANOPY SO AS NOT TO DETRACT FROM THE CLARITY OF THE MAIN ENTRANCE. LOT COVERAGE PER TABLE 2.03D LOT COVERAGE IS LIMITED BY SETBACKS, OFF-STREET PARKING, AND LANDSCAPING REQUIREMENTS. FOR THE LANDSCAPE REQUIREMENT REFER TO SHEET L1.1 PLANT UNIT REQUIREMENT MAP. 1" = 40'-0" G1.04 3 ARCHITECTURAL SITE PLAN 3.07.06 STANDARDS FOR NON- RESIDENTIAL STRUCTURES IN COMMERICAL AND PUBLIC/SEMI PUBLIC ZONES - COMPLIANCE PARKING REQUIREMENTS BIKE PARKING TABLE 305D REQUIRED PROPOSED CAR PARKING TABLE 305A EXISTING ADA PARKING ORS 447.233 VAN/CARPOOL TABLE 305C EV CHARGING TABLE 305E 15% X 168 = 25 50% COVERED = 13 5% X 168 = 8 30,385 GSF / 250 SF = 122 MIN 2 X 124 = 244 MAX 13 13 + 12 = 25 (14 COVERED) 168 3% X 168 = 5 + 1 VAN 6 + 1 VAN 3% X 168 = 5 6 8 129 6 0 3/8" = 1'-0" G1.04 5 NON STREET FACING EAST ELEVATION 1 1/2" = 1'-0" G1.04 6 STOREFRONT HEAD AT CANOPY 1 1/2" = 1'-0" G1.04 7 STOREFRONT AT FOUNDATION ZONING 20% OF CAR PARKING MAY BE COMPACT: 34 16 COMPACT CAR PARKING PROPOSED PERSPECTIVE A PERSPECTIVE B PERSPECTIVE C ATTACHMENT 106 ---PAGE BREAK--- C1.00 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 03.22.23 DESIGN DEVELOPMENT Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY EXISTING CONDITIONS ---PAGE BREAK--- J J 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 TYP. 4 4 TYP. 4 TYP. 4 TYP. 4 TYP. 4 TYP. 4 TYP. 4 4 5 5 5 5 5 7 7 8 9 9 9 10 10 10 10 2 5 5 6 6 2 6 6 6 6 3 4 11 4 2 2 4 4 12 12 12 12 12 2 9 6 9 6 7 6 2 13 14 PROPOSED PHARMACY ENTRY VESTIBULE 15 15 16 15 15 15 15 18 15 15 15 15 15 15 16 15 15 15 15 15 17 20 20 19 64.6' 74.6' 89.7' 218.1' 2 12 15 15 15 2 15 15 15 15 15 SHEET NOTES SHEET LEGEND 4 C7.00 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL 18/C7.00. 2. PROPOSED FRONTAGE IMPROVEMENTS IN RIGHT-OF-WAY SHOWN FOR REFERENCE ONLY. TO BE PERMITTED UN SEPARATE PUBLIC WORKS PERMIT. 3. ALL PARKING STALLS SHALL BE STANDARD ASPHALT PAVEMENT PER DETAIL 1/C7.00. ALL DRIVE AISLES SHALL B ASPHALT PAVEMENT PER DETAIL 2/C7.00. 4. SEE SHEET C3.01 FOR ONSITE SIGNAGE AND STRIPING. HEAVY ASPHALT PAVEMENT CONCRETE DRIVEWAY. SEE PUBLIC WORKS PLANS FOR DETAIL. STANDARD ASPHALT PAVEMENT CONCRETE SIDEWALK 2 C7.00 1 C7.00 PROPERTY LINE # DESCRIPTION DETAIL REF. 1 SAWCUT LINE 2 STANDARD CURB 3/C7.00 3 FLUSH CURB 17/C7.00 4 WHEEL STOP 10/C7.00 5 CONCRETE SIDEWALK 4/C7.00 6 DETECTABLE WARNING 11/C7.00 7 CURB RAMP - STANDARD 12/C7.00 8 CURB RAMP - SMALL CURVE 14/C7.00 9 CURB RAMP - DROP PANEL 15/C7.00 10 CONCRETE CHANNEL 5/C7.00 11 CONCRETE CURB - ENDING 13/C7.00 12 CANE STOP 12/C7.00 13 CANOPY OUTLINE 14 BIKE RACKS. SEE LANDSCAPE PLANS FOR DETAILS. 15 LIGHT POLE. SEE ELECTRICAL PLANS FOR DETAILS. 16 EV CHARGER. SEE ELECTRICAL PLANS FOR DETAILS. 17 PROVIDE PEDESTAL. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 18 EXTEND MONUMENT SIGN CIRCUIT CONDUIT AND CONDUCTORS TO LOCATION SHOWN. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 19 MONUMENT SIGN 20 DRIVEWAY. SEE PUBLIC WORKS PLANS FOR LAYOUT AND DETAILS. X KEY NOTES SAWCUT LINE PROTECT AND RESURFACE EXISTING ASPHALT C3.00 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY SCALE 20 1 INCH = 20 FEET 20 40 0 SITE PLAN IMPERVIOUS AREA OF LOT TOTAL AREA IMPERVIOUS PERVIOUS NET NEW IMPERVIOUS 3.92 AC 2.35 AC 1.57 AC 3.92 AC 2.62 AC 1.30 AC 0.27 AC (11,644 SQFT) LOT COVERAGE BY STRUCTURES EXISTING 2.35 AC PROPOSED 2.62 AC ---PAGE BREAK--- J J 15 1 VAN 1 VAN 2 1 VAN 2 1 VAN 2 1 VAN 2 2 1 1 2 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 5 TYP. 5 TYP. 5 6 6 6 7 TYP. 7 7 7 7 7 TYP. 7 7 7 7 7 7 5 7 7 7 7 7 7 7 7 7 7 7 7 7 7 4 4 4 8 8 5 5 9 10 11 12 13 13 11 9 9 4 14 8 14 14 14 16 17 3 TYP. SHEET NOTES 1. PLAN SHEET INTENT IS TO NOTE SIGNAGE AND STRIPING. SEE SHEET C3.00 FOR OTHER SITE FEATURES. # DESCRIPTION DETAIL REF. 1 ADA PARKING STALLS AND STRIPING 6/C7.00 2 'NO PARKING" ZONE STRIPING 3 4" WIDE WHITE STRIPE 4 ADA PARKING SIGN 7/C7.00 5 "COMPACT" PARKING STAMP 16/C7.00 6 CROSSWALK STRIPING 8/C7.00 7 DIRECTIONAL ARROWS 9/C7.00 8 "CARPOOL/VANPOOL" PARKING STAMP 9 INSTALL "ONE WAY ONLY" SIGN (MUTCD R6-1R/R6-1L) 10 INSTALL "WEST BOUND ONLY" SIGN 11 INSTALL STOP SIGN 9 (MUTCD R1-1) 12 INSTALL "RIGHT TURN ONLY" SIGN (MUTCD R3- 5R) 13 INSTALL "DO NOT ENTER" SIGN (MUTCD R5-1) 14 "EV" PARKING STAMP 15 SOLID 4" WIDE WHITE LANE STRIPE 16 SOLID 4" WIDE YELLOW LANE STRIPE 17 INSTALL LEFT TURN ONLY (MUTCDR3-5L) X KEY NOTES C3.01 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY SCALE 20 1 INCH = 20 FEET 20 40 0 SIGNAGE AND STRIPING PLAN ---PAGE BREAK--- J J W W W W W W W W W W W W FH FH FH FH FH FH FH FH FH FH FH > > > > > > 89LF HOSE PULL 381 LF DISTANCE FROM HYDRANT TO SOUTH PROPERTY LINE FH-03 168 LF DISTANCE FROM HYDRANT TO THE ENTRANCE OF THE BUILDING FH-04 FH-01 FH-02 24.0' R25.0' R3.0' R10.0' R3.0' R28.0' R28.0' R52.0' 23.6' EXISTING FDC R15.8' R14.6' R5.0' 24.0' EX FH-390 EX FH-847 36.1' 24.0' 23.7' 24.6' 24.0' 24.0' 24.0' 38LF HOSE PULL 78LF HOSE PULL 50LF HOSE PULL EXISTING BUILDING CONSTRUCTION TYPE: VB BUILDING ADDITION CONSTRUCTION TYPE: VB TOTAL AREA OF CLINIC POST-CONSTRUCTION:30,006 PER OFC TABLE B105.2 FIRE FLOW: 4,750 GPM REQUIRED FIRE FLOW: 4,750 GPM FOR 4 HOURS AT 20PSI PER OFC TABLE C105.1 REQ. HYDRANTS: 5 HYDRANTS TOTAL OF 5 HYDRANT COVERAGE EX FH-390 - NORTH END OF THE EXISTING BUILDING FH-01- EAST SIDE OF THE MAIN ENTRY FH-02 - EAST SIDE OF EXISTING BUILDING ACROSS DRIVE AISLE FH-03 - ADJACENT TO SOUTHWESTERN CORNER OF EXISTING BUILDING FH-04 - WEST SIDE OF MAIN BUILDING FLOW TEST RESULTS DATE: 04/13/2023 FLOW TESTED HYDRANT MAP NUMBER - EX FH-847 (TO BE REMOVED AND REPLACED WITH FH-01 HYDRANT LOCATION - EAST SIDE OF EXISTING DRIVEWAY ORIFICE DIAMETER - 2.5-IN STATIC PRESSURE - 58 PSI RESIDUAL PRESSURE - 56 PSI PITOT - 16 PSI OBSERVED DISCHARGE - 624 GPM ADJUSTMENT TO FLOW @ 20 PSI RESIDUAL: 3,060 GPM HYDRANT RADIUS HOSE PULL > > FIRE FLOW CALCULATION Lock to Lock Time Smeal Aerial RM 75ft Width Track Steering Angle feet : : 7.92 8.33 : 45.0 : 6.0 17.83 10.25 38.17 SHEET LEGEND PUBLIC UTILITY EASEMENT C3.50 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY SCALE 20 1 INCH = 20 FEET 20 40 0 FIRE ACCESS PLAN ---PAGE BREAK--- SHEET NOTES SHEET LEGEND CONTOUR MAJOR (FG) CONTOUR MINOR (FG) EX. CONTOUR MAJOR EX. CONTOUR MINOR SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG EG EXISTING GRADE FG FINISHED GRADE HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TP TOP OF PAVEMENT XX.XX XX GRADE BREAK 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS SHALL BE 2.0% IN ANY DIRECTION. 4. MAXIMUM PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL BE 8.3% AND MAXIMUM CROSS SLOPE SHALL BE 2.0% NOTED OTHERWISE. LANDINGS SHALL BE PROVIDED AT THE TOP OF EACH RAMP THAT ARE 2.0% MAXIMUM SLOP DIRECTION UNLESS NOTED OTHERWISE. 5. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND F (ADAAG). 6. SLOPES TO MATCH EXISTING GRADE IN LANDSCAPE AREAS NOT TO EXCEED 4H:1V SLOPES. 7. GRADING SHALL BE COMPLETED PER CONTOURS, SPOT ELEVATIONS, AND ROADWAY PROFILES IF PROVIDED. F GRADE SLOPES ARE PROVIDED FOR REFERENCE ONLY. 8. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE TP GRADES UNLESS NOTED OTHERWISE. 9. CATCH BASIN RIM ELEVATIONS SHOWN IN C5.00 SERIES ARE TO CENTER OF STRUCTURE AND MAY DIF FROM PAVEMENT GRADES. DESIGN INTENT WILL BE FOR CATCH BASINS TO BE AT OR LOWER THAN AD PAVEMENT GRADES TO FACILITATE POSITIVE DRAINAGE. 10. PUBLIC IMPROVEMENTS GRADING SHOWN FOR REFERENCE ONLY. REFER TO PUBLIC IMPROVEMENT PLANS FOR GRADING INFORMATION ASSOCIATED WITH THE PUBLIC IMPROVEMENTS. 11. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED. CALLOUT DESCRIPTION X KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 MAINTAIN PAVEMENT DRAINAGE TOWARD EXISTING STORM STRUCTURES 2 CONTRACTOR TO FIELD VERIFY EXISTING GRADES. NOTIFY CIVIL ENGINEER IMMEDIATELY IF GRADES DIFFER FROM PLAN. 3 INSTALL AREA DRAIN AND LOW SPOT TO COLLECT STORMWATER IN LANDSCAPE AREAS. 49 50 (XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SAWCUT LINE GRADING LABEL LEGEND 45 46 LIMITS OF GRADING J J 1 1 1 1 1 1 186 186 185 179 181 182 183 184 181 182 183 184 185 186 185 185 185 186 186 186 187 187 187 186 185 186 11.0% 1.9% 1.8% 1.6% 1.9% 2.8% 2.4% 2.8% 3.1% 3.2% 3.5% 4.7% 3.4% 3.4% 2.1% 3.5% 3.7% 3.7% 1 C4.10 2 C4.10 3 C4.10 184.28 TP 184.47 TP 184.55 TP 184.45 TP 184.15 TP 184.75 TP 185.00 TP 185.10 TP 185.12 TP 185.12 TP 184.84 TP 185.79 TP 186.02 TP 186.08 TP 186.28 TP 186.63 TP 186.44 TP 186.40 TP 186.42 TP 186.48 TP 186.70 TP 187.05 TP/HP 186.72 TP 186.61 TP 186.55 TP 186.44 TP 186.31 TP 186.34 TP 186.29 TP 186.35 TP 186.30 TP 186.15 TP 185.45 TP/LP 185.89 TP 186.03 TP 186.02 TP 185.99 TP 185.75 TP 185.71 TP 185.70 TP 185.77 TP 186.00 TP 186.70 TP/HP 186.55 TP 186.59 TP 186.62 TP 186.70 TP 187.00 TP 186.98 TP 186.98 TP 186.93 TP 186.45 TP 186.27 TP 186.40 TP 186.43 TP 186.36 TP 186.15 TP 184.75 TP/LP 185.13 TP 185.25 TP 185.24 TP 185.20 TP 184.87 TP 184.97 TP 184.99 TP 184.92 TP 184.69 TP/LP 186.56 TP 187.01 TP 187.15 TP 187.22 TP 187.17 TP 184.87 TP 184.96 TP 185.26 TP 186.35 TP 186.13 TP 186.06 TP 186.13 TP 186.22 TP 186.53 TP 187.80 TP/LP 187.57 TP 187.50 TP 187.52 TP 187.59 TP 187.72 TP 186.61 TP 186.56 TP 186.98 TP 186.86 TP 186.45 TP 186.64 TP 187.50 TP 187.59 TP 187.89 TP/HP 185.42 TP 186.91 TP 186.94 TP 187.02 TP 186.91 TP 186.71 TP 185.64 TP 185.83 TP 185.73 TP 185.49 TP 185.39 TP 185.10 TP (186.8±) TP (186.7±) TP 184.77 TP 184.87 TP 186.31 TP 186.16 TP 185.12 TP 185.66 TP (185.0±) TP (185.3±) TP (185.4±) TP (185.5±) TP (185.6±) TP 186.29 TP 186.19 TP 185.97 TP 185.82 TP 185.78 TP 185.69 TP 185.39 TP 185.30 TP 185.30 TP 185.44 TP 185.89 TP 186.30 TP 185.63 TP 185.56 TP (185.6±) TP (185.8±) TP (184.8±) TP (184.8±) TP (185.8±) TP 185.01 TP 184.84 TP 184.84 TP 184.99 TP (186.5±) TP (185.9±) TP (185.7±) TP (185.5±) TP (185.8±) TC (186.9±) TC 186.21 TP 185.97 TP 185.78 TP 185.73 TP 185.83 TP 185.95 TP 185.88 TP 185.82 TP 185.77 TP 185.73 TP (186.5±) TP 186.29 TP 185.64 TP (185.7±) TP (185.8±) (185.8±) (186.5±) (186.6±) (187.0±) (187.4±) TC (187.1±) TP (187.2±) TP (187.3±) TC (186.5±) TC (186.5±) TP (186.3±) TC (186.0±) TC (186.1±) TC (186.3±) TP (185.7±) TP (185.7±) TP (186.0±) TP (185.4±) TP (185.6±) TP (185.2±) TP (185.7±) TP (185.8±) TC (185.8±) TC (185.8±) TP (185.8±) TP 186.69 TP 186.40 TP 185.71 TP (186.3±) (187.0±) (186.9±) (186.8±) (187.0±) (187.6±) (186.5±) (186.7±) (186.0±) (186.6±) (182.8±) (186.2±) (185.9±) TC (186.8±) TC (187.2±) TC (186.3±) TP (186.8±) TP (187.0±) (187.1±) (186.9±) (186.9±) (187.1±) (187.2±) (187.2±) (187.5±) (187.6±) (187.0±) 181.08 TP 180.99 TP (186.4±) TP (186.2±) TP (185.5±) TP (185.5±) TP (186.2±) TP (186.2±) TP (186.2±) TP (186.3±) TC (186.2±) TC 185.63 TP 185.50 TP 185.50 TP 185.45 TP 180.93 TP 180.98 TP 183.26 TP 183.68 TP 184.01 TP 184.47 TP 184.63 TP 184.82 TP 184.56 TP 184.56 TP 185.00 TP 184.79 TP 184.84 TP 184.37 TP 184.36 TP 184.33 TC/TP 184.74 TP 186.89 TP 187.50 TP (185.0±) (185.2±) 186.34 TP 186.37 TP 185.27 TP/RIM 185.29 TP 185.37 TP 186.01 TP 186.20 TP 186.05 TP 186.00 TP/RIM 186.06 TP 186.26 TP 186.80 TP 186.65 TP 186.60 TP (185.6±) TP (185.6±) TP (187.1±) (186.7±) GB GB (185.0±) TP (185.0±) TP 185.42 TP 185.99 TP 185.84 TP (186.2±) TC (186.3±) TP (185.8±) TP (186.4±) (186.0±) TP (186.2±) TP (186.1±) TP (186.3±) TC (186.4±) TC 186.32 TP 186.12 TP 181.71 TP 181.65 TP 182.85 TP C4.00 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY SCALE 20 1 INCH = 20 FEET 20 40 0 GRADING PLAN ---PAGE BREAK--- SHEET NOTES SHEET LEGEND CONTOUR MAJOR (FG) CONTOUR MINOR (FG) EX. CONTOUR MAJOR EX. CONTOUR MINOR SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG EG EXISTING GRADE FG FINISHED GRADE HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TP TOP OF PAVEMENT XX.XX XX GRADE BREAK 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS SHALL BE 2.0% IN ANY DIRECTION. 4. MAXIMUM PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL BE 8.3% AND MAXIMUM CROSS SLOPE SHALL BE 2.0% NOTED OTHERWISE. LANDINGS SHALL BE PROVIDED AT THE TOP OF EACH RAMP THAT ARE 2.0% MAXIMUM SLOP DIRECTION UNLESS NOTED OTHERWISE. 5. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND F (ADAAG). 6. SLOPES TO MATCH EXISTING GRADE IN LANDSCAPE AREAS NOT TO EXCEED 4H:1V SLOPES. 7. GRADING SHALL BE COMPLETED PER CONTOURS, SPOT ELEVATIONS, AND ROADWAY PROFILES IF PROVIDED. F GRADE SLOPES ARE PROVIDED FOR REFERENCE ONLY. 8. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE TP GRADES UNLESS NOTED OTHERWISE. 9. CATCH BASIN RIM ELEVATIONS SHOWN IN C5.00 SERIES ARE TO CENTER OF STRUCTURE AND MAY DIF FROM PAVEMENT GRADES. DESIGN INTENT WILL BE FOR CATCH BASINS TO BE AT OR LOWER THAN AD PAVEMENT GRADES TO FACILITATE POSITIVE DRAINAGE. 10. PUBLIC IMPROVEMENTS GRADING SHOWN FOR REFERENCE ONLY. REFER TO PUBLIC IMPROVEMENT PLANS FOR GRADING INFORMATION ASSOCIATED WITH THE PUBLIC IMPROVEMENTS. 11. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED. CALLOUT DESCRIPTION X KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 MAINTAIN PAVEMENT DRAINAGE TOWARD EXISTING STORM STRUCTURES 2 CONTRACTOR TO FIELD VERIFY EXISTING GRADES. NOTIFY CIVIL ENGINEER IMMEDIATELY IF GRADES DIFFER FROM PLAN. 3 INSTALL AREA DRAIN AND LOW SPOT TO COLLECT STORMWATER IN LANDSCAPE AREAS. 49 50 (XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SAWCUT LINE GRADING LABEL LEGEND 45 46 LIMITS OF GRADING 0.6% 0.6% 0.6% 0.6% 0.6% 0.6% 0.6% 1.2% 1.0% 0.7% 0.6% 1.3% 0.9% 0.7% 1.3% 1.3% 1.5% 1.3% 1.5% 1.5% 6.6% 1.0% 7.3% 6.6% 1.0% 5.7% 1.5% 1.5% 1.5% 1.5% 4.3% 1.0% 5.7% 1.5% 1.5% 1.5% 6.6% 1.5% 0.9% 1.0% 0.6% 0.9% 6.6% 1.5% 1.5% 1.0% 1.0% 186.60 TP 186.65 TP 86.80 TP/HP 186.01 TP 186.37 TP 186.34 TP 185.68 TP 186.20 TP 186.26 TC/TP (185.6±) TP (186.1±) TC (185.6±) TP (186.0±) TC 185.37 TP 186.23 TC/TP 186.16 TC/TP 185.35 TC/TP 185.28 TC/TP 185.46 TC/TP 185.52 TC/TP 185.71 TC/TP 185.80 TC/TP 186.35 TC/TP 187.02 TC/TP 186.74 TC/TP 186.54 TC/TP 186.92 TC 186.42 TP 186.84 TC 186.34 TP 186.45 TC 185.95 TP 186.37 TC 185.87 TP (186.4±) (185.8±) 186.05 TP 186.32 TP 186.44 TP 186.06 TP 186.00 TP/RIM 186.05 TP 185.89 TP 185.44 TP 186.56 FG 186.63 FG 186.47 FG 186.31 FG 186.31 FG 186.00 FG 185.75 FG 185.68 FG 187.11 FG 187.04 FG 187.37 FG (187.3±) (187.3±) (186.6±) (186.6±) (186.6±) (186.3±) 185.29 TP 185.27 LP/RIM 186.63 FG 185.76 TP (186.2±) TC/TP (186.1±) FG 186.03 FG 185.61 FG 185.68 FG 186.15 FG 185.29 TP 185.74 TC 185.55 TP 185.99 TP 185.84 TP 186.63 FG 186.57 FG 186.42 FG 186.63 TC 186.75 FG (186.6±) 186.60 FG (186.4±) (186.3±) 186.66 FG 185.45 RIM/LP 185.95 RIM/LP 186.64 RIM 2 2 2 3 3 3 1.5% 1.5% 1.3% 1.5% 6.4% 1.5% 1.5% 1.6% 1.6% 6.3% 186.89 TP/HP 187.50 TP/HP 187.45 TP 187.16 TP 186.39 TP 186.39 TC 186.89 TC 187.66 TC 187.16 TC 187.00 TC 186.50 TP 187.08 TC 186.58 TP 187.73 TC 187.23 TP 187.83 TC 187.33 TP 186.47 TC/TP 187.25 TC/TP 188.02 TC/TP 187.49 TC/TP 1.5% 1.4% 1.2% 1.2% 1.5% 1.5% 7.2% 1.5% 1.5% 184.82 TP 184.63 TP 184.01 TP 183.68 TP 184.79 TP 184.36 TC/TP 184.33 TC/TP 184.71 TP 184.84 TP 184.89 TP 184.87 TP 184.71 TP 184.56 TP (185.0±) TP (185.2±) TP (183.7±) TC/TP 183.56 TC/TP 183.63 TC/TP 184.26 TC/TP 183.71 TP 184.04 TC (183.3±) TC 184.13 TC 183.63 TP 184.23 TC 183.73 TP 184.14 TP 184.18 TP 184.71 TP 184.75 TP 184.57 TP 184.14 TC 184.05 TP 185.24 TC 184.74 TP 185.31 TC/TP 184.91 TC 184.41 TP 184.37 TP 184.37 TC 185.11 TC 184.56 TP (183.7±) TP C4.10 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY SCALE 10 1 INCH = 10 FEET 10 20 0 GRADING ENLARGEMENTS SCALE: 1" = 10' 1 ADA PARKING AND CURB RAMP ENLARGEMENT SCALE: 1" = 10' 2 CURB RAMP ENLARGEMENT SCALE: 1" = 10' 3 CURB RAMP ENLARGEMENT ---PAGE BREAK--- STRUCTURE TYPE STRUCTURE LABEL XX XX-XX N: XXXX.XX E: XXXX.XX RIM= IE IN = XX.X IE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) LOCATION (WHERE APPLICABLE) 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C7.10. 2. RIM ELEVATIONS, STATIONS, AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN AT CENTER OF STRUCTURE. PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) X STORM KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 REPLACE EXISTING MANHOLE WITH NEW MANHOLE. PRIOR TO ORDERING MANHOLE, VACTOR EXISTING MANHOLE AND CONFIRM ALL EXISTING PIPE SIZES, INVERT ELEVATIONS, MATERIAL, AND LOCATIONS. DESIGN INTENT IS TO CONTINUE POSITIVE DRAINAGE THROUGH EXISTING PIPING TOWARDS HWY 214. EXISTING PIPE IE BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. 5/C7.10 2 INTERCEPT EXISTING STORM PIPE. FIELD VERIFY PIPE SIZE, INVERT ELEVATION, AND LOCATION. INSTALL CLEANOUT AT WYE FITTING. 3 CONTRACTOR TO FIELD VERIFY IE, HORIZONTAL LOCATION, PIPE SIZE, AND MATERIAL OF GAS LINE. NOTIFY CIVIL ENGINEER IMMEDIATELY IF THERE IS CONFLICT WITH DET-01. 4 INSTALL MAINTENANCE RISERS AT DETENTION FACILITY PER MANUFACTURERS RECOMMENDATIONS. AT A MINIMUM, INSTALL RISERS AT THE 4 CORNERS OF THE DETENTION FACILITY. 5 PER CORRESPONDENCE WITH THE CITY OF WOODBURN AND ODOT, THE EXISTING DETENTION FACILITY IS TO BE REMOVED. THE AVAILABLE VOLUME FROM THE EXISTING DETENTION FACILITY WILL BE ADDED TO THE PROPOSED FACILITY. 6 TDCB BASIS OF DEISN IS ACO K200 SERIES. DET UNDERGROUND DETENTION FACILITY. BASIS OF DESIGN IS 10 ROWS OF 18" PERFORATED PIPE EQUALING 3,500 CF OF TOTAL AVAILABLE STORAGE. 7/C7.10 SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. CALLOUT DESCRIPTION DETAIL REF. CO CLEANOUT TO GRADE 3/C7.10 DET-IN DETENTION FACILITY INLET DET-OUT DETENTION FACILITY OUTLET FCMH FLOW CONTROL MANHOLE (60" DIAMETER) 6/C7.10 MH MANHOLE 5/C7.10 TCB TRAPPED CATCH BASIN 2/C7.10 TD TRENCH DRAIN 4/C7.10 TDCB INLINE TRENCH DRAIN CATCH BASIN 4/C7.10 WYE WYE SHEET NOTES STORM LABEL LEGEND STORMWATER NARRATIVE: PER CORRESPONDENCE WITH THE CITY OF WOODBURN AND OREGON DEPARTMENT OF TRANSPORTATION, THE PROJ DOES NOT REQUIRE STORMWATER TREATMENT FACILITIES FOR THE PROPOSED IMPROVEMENTS. DETENTION AND FLOW CONTROL IS REQUIRED FOR THE NET NEW IMPERVIOUS AREA AND IS DESIGNED IN ACCORDAN THE ODOT HYDRAULICS MANUAL. THE PROPOSED DETENTION SYSTEM WILL BE 10 ROWS OF 18-INCH PERFORATED PI SURROUNDED BY ROCK AND WRAPPED IN SEPARATION FABRIC. THE NEW DETENTION FACILITY WILL ALSO INCLUDE T VOLUME OF THE EXISTING DETENTION PIPE SO THAT IT MAY BE REMOVED TO ALLOW FOR A SAFE PEDESTRIAN ACCES SIDEWALK. [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] J J SD MH-01 RIM=183.34 IE 12" IN=180.10 (NW) SD - 12" HDPE IE OUT=180.06 (SE) SD - EXST 4" FIELD VERIFY POINT OF CONNECTION SD FCMH-01 N 4614.04 E 4788.52 RIM=186.04 IE 12" IN=180.32 IE 12" OUT=180.32 (SE) 44 LF - 12"SD S=0.50% SD TCB-01 N 4595.75 E 4669.55 RIM=184.21 IE 6" OUT=181.44 (NE) 13 LF - 6"SD S=0.50% SD TCB-02 N 4644.50 E 4677.78 RIM=184.76 IE 6" OUT=181.45 SD WYE-02 IE 6" IN=181.43 IE 6" IN=181.43 IE 8" OUT=181.27 5 LF - 6"SD S=0.50% 12 LF - 8"SD S=0.50% SD TCB-03 N 4644.19 E 4687.19 RIM=184.83 IE 6" OUT=181.45 5 LF - 6"SD S=0.50% SD MH-02 N 4734.26 E 4779.51 RIM=185.89 IE 6" IN=182.42 IE 6" IN=182.26 IE 8" OUT=182.26 SD DET-IN-03 N 4629.48 E 4775.97 IE 8" IN=181.21 IE 18" IN=180.37 IE 18" OUT=180.37 93 LF - 8"SD S=1.00% SD TCB-05 N 4749.04 E 4721.60 RIM=186.00 IE 6" OUT=183.02 16 LF - 6"SD S=1.00% SD TCB-06 N 4739.06 E 4828.55 RIM=185.27 IE 6" OUT=182.52 (SW) 10 LF - 12"SD S=0.50% SD TCB-04 N 4641.96 E 4753.15 RIM=185.52 IE 6" OUT=181.72 SD WYE-03 N 4641.18 E 4776.37 IE 8" IN=181.33 IE 6" IN=181.49 IE 8" OUT=181.33 23 LF - 6"SD S=1.00% 12 LF - 8"SD S=1.00% SD DET-IN-02 N 4632.64 E 4682.09 IE 18" IN=180.37 IE 8" IN=181.21 IE 18" OUT=180.37 SD TDCB N 4595.79 E 4881.92 RIM=183.44 IE 8" ACO TD IN=182.67 IE 6" OUT=181.06 8" ACO TD IE=183.78 CONNECT TO EXISTING STORM DRAIN SD CO-02 RIM=186.46 IE 6" IN=180.36 SD - 6" PVC EXISTING STORM DRAIN PER AS-BUILT DRAWINGS. FIELD VERIFY STORM DRAIN LOCATION, PIPE SIZE, INVERT ELEVATION, AND MATERIAL. NOTIFY CIVIL ENGINEER IMMEDIATELY IF EXISTING STORM PIPE IS HIGHER THAN PROPOSED IE. 70 LF - 6"SD S=1.00% 24 LF - 8" ACO TD S=4.63% SD CO-01 RIM=185.73 IE IN=183.23 (NW) SD - EXST IE 6" IN=182.39 SD - 6" HDPE IE 6" OUT=182.39 SD - 6" HDPE 5 LF - 6"SD S=0.50% 25 LF - 6"SD S=0.50% SD DET-OUT N 4614.38 E 4778.53 RIM=185.92 IE 18" IN=180.37 IE 18" IN=180.37 IE 18" OUT=180.37 IE 12" OUT=180.37 SD AD-01 N 4794.10 E 4707.87 RIM=186.65 IE 6" OUT=183.43 (SE) 57 LF - 6"SD S=1.00% SD AD-02 N 4777.58 E 4828.03 RIM=185.45 IE 6" OUT=182.69 SD HB-02 (45°) N 4742.67 E 4826.86 IE 6" IN=182.52 IE 6" OUT=182.52 (SW) 35 LF - 6"SD S=0.50% SD WYE-04 N 4733.01 E 4816.53 IE 6" IN=182.45 IE 6" IN=182.45 (NE) IE 6" OUT=182.45 14 LF - 6"SD S=0.50% SD WYE-01 N 4745.13 E 4736.92 IE 6" IN=182.86 IE 6" IN=182.86 (NW) IE 6" OUT=182.86 44 LF - 6"SD S=1.00% SD DET-IN-01 N 4605.76 E 4678.18 RIM=184.52 IE 18" IN=180.37 IE 6" IN=181.37 (SW) IE 18" OUT=180.37 SD AD-03 N 4741.44 E 4841.95 RIM=185.95 IE 6" OUT=182.59 (SW) SD CO-03 N 4732.48 E 4832.36 RIM=185.58 IE 6" IN=182.53 (NE) IE 6" OUT=182.53 13 LF - 6"SD S=0.50% SD WYE-05 N 4732.83 E 4821.89 IE 6" IN=182.47 IE 6" IN=182.47 (NE) IE 6" OUT=182.47 10 LF - 6"SD S=0.50% 9 LF - 6"SD S=0.50% 12 LF - 6"SD S=0.50% DET DET-01 1 3 3 5 4 4 4 4 6 2 W W W W W W W W W W W W FH FH FH FH FH FH FH FH FH FH FH C5.00 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 FOR INFORMATION ONLY SCALE 20 1 INCH = 20 FEET 20 40 0 STORM PLAN ---PAGE BREAK--- SHEET NOTES 1. THIS SHEET IS PROVIDED FOR REFERENCE ONLY. SEE PUBLIC WORKS PLANS FOR DETAILED ENGINEERING DESIG RELATED TO THE PUBLIC WATER MAIN AND FIRE HYDRANTS. [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] J J W W W W W W W W W W W W FH FH FH FH FH FH FH FH FH FH FH C6.00 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 10.04.23 DESIGN REVIEW SET Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PROJECT NO.: 21057 SCALE 20 1 INCH = 20 FEET 20 40 0 UTILITY PLAN FOR INFORMATION ONLY ---PAGE BREAK--- COMPACTED SUBGRADE 8" OF BASE COURSE AC SURFACE COURSE: 2" OF 1/2" DENSE GRADED, LEVEL 2 HMAC AC BASE COURSE: 2" OF 1/2" DENSE GRADED, LEVEL 2 HMAC SCALE: NTS 1 STANDARD ASPHALT PAVEMENT SECTION COMPACTED SUBGRADE 12" OF BASE COURSE AC SURFACE COURSE: 2" OF 1/2" DENSE GRADED, LEVEL 2 HMAC AC BASE COURSE: 2" OF 1/2" DENSE GRADED, LEVEL 2 HMAC SCALE: NTS 2 HEAVY ASPHALT PAVEMENT SECTION SCALE: NTS 3 CONCRETE CURB NOTES: 1. CURB EXPOSURE = TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. R=38" R=34" BACKFILL TO TOP OF CURB PAVEMENT 3" OF BASE COURSE 16" E 6" 9" 6:1 BATTER SCALE: NTS 6 TYPICAL PARKING LAYOUT 9' TYP. 2' 1' 12" 8' TYP. 18' STD STALL (SEE PLAN) 9' STD STALL 8' COMPACT STALL (SEE PLAN) PRECAST CONCRETE WHEEL STOP (WHERE APPLICABLE) 10 C7.00 ADA SIGN 7 C7.00 2' (TYP.) EDGE OF AC PARKING LOT 4" WHITE STRIPE (TYP.) 4" WHITE STRIPE (TYP.) ADA SYMBOL AND "VAN" ACCESSIBLE TEXT SHALL OCCUR ONLY AT STALLS SHOWN ON PLANS 24" MIN. 28" MIN. 4' 3' 36° ANGLE ORIENTATION FOR FIELD LAYOUT BLUE BACKGROUND (OPTIONAL) 12" SCALE: NTS 7 ADA PARKING SIGN 7' 1' 6" NOTES: 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED TOP (ASTM A120-65). 2. 8" DIA. CONCRETE FILLED POST HOLE. 12" 18" --SIGN NO. R7-8 PER MUTCD --ATTACH SIGN NO. R7-8P WHERE SHOWN ON PLAN NOTE 2 NOTE 1 SCALE: NTS 8 CROSSWALK STRIPING 3' TYP. 8' 2' WIDE WHITE BARS 2' VARIES 2' MIN NOTES: 1. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY LITTLE MAINTENANCE. 2'-6" 6'-0" 3'-4"R 2'-3"R 8'-0" 5'-0" 4'-6" 9'-6" 11" 3'-2" 12" 2'-10" 2'-3" 2'-2" 2'-2" 2'-6" 1'-0" NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER 2. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY LITTLE MAINTENANCE. 2'-6" 1'-11" 2'-6" 6'-0" 3'-4"R 2'-3"R 8'-0" 1'-11" 2'-6" 2'-10" 2'-3" 2'-2" 2'-2" 2'-6" 1'-0" SCALE: NTS 9 DIRECTIONAL ARROWS SCALE: NTS 5 CONCRETE CHANNEL SCALE: NTS 14 CURB RAMP - SMALL CURVE 6" MIN (UNO) CURB EXP. VARIES 6" RADIUS 6" CURB EXP. PLAN LANDSCAPE AREA CONCRETE SIDEWALK 0" CURB EXP. 6" CURB EXP. RADIUS SEE PLAN TOP OF CURB FLUSH WITH TOP OF SIDEWALK 4' MIN. (UNO) A 4' MIN. (UNO) CURB EXP. VARIES 5' MAX. 2' SECTION PAVEMENT SLOPE SEE NOTE 2 COMPACTED SUBGRADE LANDING SPACE 8" LANDING SPACE 10" NOTES: 1. REFER TO DETAIL 12/C7.00 FOR RAMP NOTES & LEGEND 4" CONCRETE SIDEWALK 1 1 1.5% 3" BASE MATERIAL 6" CURB EXP. SCALE: NTS 12 CURB RAMP - STANDARD SECTION PLAN BACK OF WALK BLDG., FACE, OR OBSTRUCTION EDGE OF RAMP TO BE FLUSH WITH AC PAVEMENT SLOPE SEE NOTE 2 COMPACTED SUBGRADE 3" BASE COURSE 4" CONCRETE SIDEWALK A 1 1 LANDING SPACE TOP OF CURB FLUSH WITH TOP OF SIDEWALK 4' MIN. (UNO) 6' MIN. (UNO) 5' MIN. (UNO) 0" CURB EXP. 4' MIN. DEPRESSED CURB AREA 2' 8" 10" CURB EXP. VARIES 6" CURB EXP. 6" R TYP. NOTES: 1. SEE PLAN FOR PROJECT SPECIFIC DIMENSIONS. 2. MAXIMUM GRADE BREAK FROM RAMP TO PAVEMENT SHALL BE 11%. MAXIMUM COUNTERSLOPE OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5.0%. 3. WHERE THE LANDING SPACE IS CONSTRAINED AT THE BACK OF WALK, THE MIN. LEVEL AREA SHALL BE 4.0' X 5.0'. THE 5.0' DIMENSION SHALL BE PROVIDED IN THE DIRECTION OF THE RAMP RUN. 4. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. RAMP SLOPE: 7.5% MAX. SLOPE (8.3% MAX. FINISHED SURFACE) CROSS SLOPE: 1.5% MAX. SLOPE (2.0% MAX. FINISHED SURFACE) RAMP WING: 9.5% MAX. SLOPE (10.0% MAX. FINISHED SURFACE) LEGEND SIDEWALK: 4.5% MAX. RUNNING SLOPE (5.0% MAX. FINISHED SURFACE),1.5% MAX. CROSS SLOPE (2.0% MAX. FINISHED SURFACE) DETECTABLE WARNING SURFACE, SEE X/CX.XX LANDSCAPING LANDING SPACE: MIN. LEVEL AREA 4.0' X 4.0', A 2.0% MAX. FINISHED SURFACE IN ANY DIRECTION IS CONSIDERED LEVEL, SEE NOTE 3 SCALE: NTS 10 PRECAST CONCRETE WHEEL STOP NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. INSTALL 3/4" x 18" DOWEL ANCHOR, TYP. 6" MIN. TYP. 9" 72" DRAINAGE SLOT, TYP. 6" 0.2" 0.9-1.4" NOTES: 1. DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD. 2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 3. MANUFACTURER OF DETECTABLE WARNING: ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS PH: (818) 982-3600 - ARMORCASTPROD.COM COLOR: SAFETY YELLOW OR APPROVED EQUAL 1.6"-2.4" SECTION SCALE: NTS 11 DETECTABLE WARNING - TYPE 2 0.65" MIN. 1.6"-2.4" TOP DIAMETER OF 50% - 65% OF THE BASE DIAMETER A 12" R=116" CONCRETE ANCHOR ASSEMBLY CONCRETE SIDEWALK LANDSCAPE AREA SCALE: NTS 15 CURB RAMP - DROP PANEL 6" CURB EXP. 6" CURB EXP. 4' MIN. (UNO) 0" CURB EXP. 6' MIN. (UNO) CURB EXP. VARIES 6" CURB EXP. 6' MIN. (UNO) CURB EXP. VARIES CURB AT BACK OF RAMP TO RETAIN GROUND WHERE SHOWN ON PLANS 4' MIN. (UNO) 2' TOP OF CURB FLUSH WITH TOP OF SIDEWALK A TOP OF CURB FLUSH WITH TOP OF SIDEWALK CURB AT BACK OF RAMP WHERE SHOWN ON PLANS PLAN SECTION A SECTION B PAVEMENT SLOPE SEE NOTE 2 COMPACTED SUBGRADE 3" BASE COURSE LANDING SPACE 1 1 10" 3" NOTES: 1. REFER TO DETAIL 12/C7.0 FOR RAMP NOTES & LEGEND 3" BASE COURSE B 4" CONCRETE SIDEWALK 6" 6" 6:1 BATTER R=3 4" 8" SCALE: NTS 16 COMPACT STRIPING PER PLAN 8.5' MIN. 10" 4" WHITE STRIPE (TYP.) NOTES: 1. STRIPING TO MEET {JURISDICTION} CODE SECTION {REFERENCE NO.}. 2. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY LITTLE MAINTENANCE. STALL DEPTH PER PLAN NOTES: 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 3. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. 4. WHERE CONCRETE SIDEWALK IS USED. INSTALL KEYWAY INTO CURB AS SHOWN. SCALE: NTS 17 FLUSH CURB R=38" R=3 8" PAVEMENT 3" OF BASE COURSE 10" 6" 8" 6:1 BATTER NOTE 4 VEHICULAR SIDE SEE CIVIL PLANS PEDESTRIAN SIDE SEE LANDSCAPE PLANS E SEE PLAN 6" 9" CONCRETE SIDEWALK 4" MIN. THICKNESS R=14", TYP. R=34" PAVEMENT 3" SUBBASE COURSE 4" SUBBASE COURSE 1.5% 16" NOTES: 1. CURB EXPOSURE = TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. SCALE: NTS 4 CURB & SIDEWALK NOTES: 1. FINISH ALL EXPOSED CONCRETE SURFACES. 2. ENSURE DRAINAGE TOWARD THE STORMWATER INFRASTRUCTURE. CONTINUOUS CURB AT END OF PARKING STALL LANDSCAPE ISLAND 18" WIDE CONCRETE CHANNEL CONCRETE CHANNEL TO BE SLOPED TO ALLOW FOR DRAINAGE TO STORM INFRASTRUCTURE. SEE GRADING PLANS. CONCRETE PER DETAIL 4/C7.00. EXPANSION / ISOLATION JOINT 38" SCALE: NTS 18 SIDEWALK JOINTS JOINT SEALER D SCORE JOINT CONTRACTION JOINT D/3 1/8" TO 1/4" D DRAINAGE STRUCTURE, MANHOLE, FOOTING OR SIDEWALK/ DRIVEWAY TOOLED OR SAWCUT JOINT JOINT INTERVALS TABLE TYPE SPACING OR AT... SCORE 5' TYP. LOCATIONS SHOWN ON PLANS CONTRACTION 15' MAX. END OF RAMPS AND DRIVEWAYS EXPANSION/ ISOLATION 200' * POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY OR OTHER FIXED OBJECTS * MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX. NOTES: 1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS. 2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS. 3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS. 38" FIBER EXPANSION BOARD WITH BACKER ROD 1/8" TO 1/4" TOOLED OR SAWCUT JOINT R=14" (TYP.) 14" R (TYP.) SCALE: NTS 13 CONCRETE CURB - ENDING 12" 6" TOP OF PAVEMENT LINE TOP OF CURB BOTTOM OF CURB C7.00 ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 04.14.23 Construction Documents - 50% Set Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com FOR INFORMATION ONLY PROJECT NO.: 21057 DETAILS ---PAGE BREAK--- 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.2 0.1 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3.4 4.4 4.3 3.8 3.2 2.6 2.2 1.8 1.4 1.0 0.7 0.6 1.1 2.6 3.5 3.7 3.6 3.5 3.5 3.5 3.4 3.5 3.8 4.1 4.2 3.2 1.2 1.2 1.3 1.4 1.6 1.8 1.9 1.8 1.7 1.8 2.2 4.3 5.7 5.3 4.5 3.6 2.9 2.5 2.0 1.5 1.0 0.7 0.6 1.4 3.8 4.8 4.7 4.3 4.0 3.9 4.0 3.9 3.9 4.3 5.1 5.6 4.5 1.6 0.7 1.0 1.1 1.2 1.4 1.6 1.7 1.7 1.8 2.3 5.3 7.4 6.5 5.1 3.9 3.2 2.8 2.1 1.5 1.0 0.7 0.7 0.7 0.6 0.6 0.6 0.8 1.7 5.3 6.5 5.8 4.8 4.3 4.4 4.5 4.4 4.4 5.2 6.5 7.7 6.0 2.0 1.1 0.8 0.6 0.8 0.9 1.0 1.0 1.2 1.5 1.7 2.0 2.4 6.4 10.0 8.6 6.3 4.4 3.7 3.0 2.1 1.5 0.9 0.7 0.8 0.9 0.9 0.8 0.6 0.6 0.8 0.8 0.7 0.6 0.9 1.2 2.1 6.9 9.1 7.7 5.8 4.9 4.9 4.9 4.8 4.9 6.4 8.7 10.3 7.3 2.7 1.8 1.4 0.8 0.6 0.6 0.7 0.8 1.2 1.8 2.5 2.9 7.3 12.7 11.5 7.7 4.9 4.1 3.0 2.1 1.5 0.9 0.8 1.1 1.6 1.6 1.1 0.7 0.6 0.9 1.4 1.4 1.0 0.6 0.8 1.4 2.0 2.8 8.3 12.4 10.3 7.0 5.5 5.2 5.0 5.0 5.2 6.9 10.3 12.2 2.2 1.7 1.0 0.6 0.7 1.0 1.7 2.5 2.9 7.4 13.2 12.0 7.8 5.0 4.1 3.0 2.1 1.5 1.0 1.0 1.4 2.2 2.3 1.5 1.0 0.7 0.6 0.8 1.3 2.0 2.2 1.4 0.9 0.6 0.6 0.9 1.6 2.4 8.9 13.5 11.1 7.4 5.6 5.4 5.0 4.9 5.1 6.4 9.0 10.8 8.0 3.2 1.9 1.4 0.9 0.6 0.6 0.9 1.3 1.7 2.2 6.3 10.6 9.1 6.6 4.6 4.0 3.3 2.6 2.2 1.9 1.9 2.2 2.3 1.8 1.6 1.3 1.1 1.0 1.0 1.2 1.3 1.5 1.9 2.0 1.5 1.3 1.1 0.8 0.7 0.8 1.0 1.3 1.7 2.5 7.7 10.9 9.1 6.7 5.4 5.3 5.1 4.8 4.8 5.6 7.2 8.4 7.2 2.9 1.5 1.1 0.9 0.7 0.7 0.9 1.2 1.8 5.1 7.7 6.8 5.3 4.2 3.9 3.7 3.6 3.8 4.5 5.6 7.0 8.3 8.5 7.3 5.8 4.3 3.2 2.6 2.3 2.4 2.9 3.8 5.0 6.3 7.5 7.7 6.5 5.2 3.8 2.7 1.9 1.4 1.1 1.0 1.0 1.2 2.1 6.2 7.9 6.9 5.7 5.0 5.1 5.1 4.8 4.7 5.3 6.2 6.9 6.2 3.0 1.6 1.3 1.0 0.9 0.7 0.6 0.8 1.1 1.6 4.1 5.7 5.3 4.5 3.9 3.7 3.9 4.1 4.7 5.6 7.1 9.7 12.8 13.2 10.2 7.3 5.5 4.3 3.5 3.1 3.3 4.1 5.2 7.0 9.6 12.5 13.1 10.4 7.3 5.3 3.8 2.7 1.8 1.3 0.9 0.8 0.9 1.7 4.7 5.8 5.6 5.1 4.8 4.9 5.0 5.0 5.1 5.5 6.0 6.2 5.5 3.3 2.1 1.7 1.4 1.2 1.0 0.8 0.6 0.9 1.2 1.7 3.3 4.5 4.5 4.1 3.7 3.6 3.7 4.1 4.6 5.2 6.1 8.0 10.6 10.9 8.3 6.2 4.9 4.2 3.5 3.2 3.4 4.1 4.8 6.0 8.1 10.9 11.4 8.7 6.3 4.8 3.8 2.7 1.9 1.3 0.9 0.7 0.7 1.4 3.4 4.5 4.8 4.8 4.8 4.9 5.1 5.3 5.6 5.8 6.2 6.4 5.5 3.9 2.8 2.3 1.9 1.6 1.3 1.0 0.7 1.1 1.6 2.0 3.0 3.8 3.8 3.6 3.3 3.2 3.4 3.7 4.1 4.3 4.7 5.6 6.8 6.8 5.8 4.6 4.0 3.7 3.2 3.0 3.1 3.6 4.1 4.6 5.9 7.2 7.4 6.2 4.8 4.0 3.4 2.6 1.8 1.1 0.7 0.6 0.6 1.1 2.5 3.4 3.8 4.1 4.4 4.6 5.0 5.4 5.9 6.4 6.8 7.0 6.1 4.8 3.7 3.0 2.4 2.0 1.5 1.1 0.7 0.6 1.5 2.2 2.6 3.1 3.5 3.4 3.1 2.9 2.8 2.9 3.1 3.4 3.5 3.6 4.1 4.5 4.5 4.1 3.5 3.2 3.1 2.8 2.7 2.8 3.1 3.3 3.6 4.2 4.8 4.9 4.5 3.8 3.4 3.0 2.4 1.7 1.1 0.7 0.6 0.6 1.0 1.9 2.5 3.0 3.4 3.8 4.3 4.6 5.1 6.0 6.9 7.7 8.5 7.2 5.8 4.4 3.4 2.8 2.3 1.7 1.2 0.8 0.8 2.1 3.2 3.5 3.6 3.6 3.2 2.8 2.5 2.4 2.4 2.5 2.7 2.8 3.1 3.5 3.7 3.8 3.5 3.1 2.7 2.6 2.5 2.4 2.4 2.6 2.7 3.1 3.6 4.1 4.2 4.0 3.6 3.2 2.9 2.3 1.7 1.2 1.0 0.8 0.9 1.1 1.6 2.0 2.3 2.7 3.2 3.9 4.4 5.0 6.3 7.9 9.4 10.4 9.1 7.3 5.3 3.9 3.3 2.7 1.9 1.3 0.8 1.0 3.0 4.5 4.5 4.2 3.7 3.1 2.7 2.3 2.0 2.0 2.0 2.2 2.3 2.5 2.7 2.6 2.6 2.7 2.6 2.4 2.3 2.2 2.2 2.2 2.2 2.4 2.6 2.9 3.2 3.4 3.6 3.5 3.3 3.0 2.6 2.2 1.8 1.5 1.3 1.3 1.4 1.5 1.7 1.8 2.2 2.7 3.6 4.4 5.3 7.4 10.2 12.3 12.6 12.1 9.9 7.1 4.9 3.9 3.0 2.1 1.4 0.8 0.7 1.2 4.2 6.2 5.6 4.7 3.8 3.3 2.8 2.3 1.9 1.7 1.6 1.6 1.7 1.8 1.8 1.8 1.8 1.9 2.0 2.1 2.1 2.1 2.1 2.1 2.0 2.0 2.1 2.3 2.5 2.8 3.2 3.4 3.5 3.3 3.1 2.7 2.3 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.9 2.3 3.3 4.5 5.6 8.9 13.5 15.5 14.8 12.9 13.6 8.9 5.6 4.4 3.2 2.2 1.5 0.9 0.6 0.6 0.7 0.7 0.8 1.0 1.6 5.4 8.7 7.6 5.7 4.2 3.7 3.1 2.3 1.9 1.5 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.5 1.7 1.8 2.0 2.1 2.2 2.1 2.0 1.9 1.9 2.1 2.4 2.8 3.3 3.5 3.7 3.8 3.7 3.5 3.2 3.0 2.6 2.3 2.1 1.8 1.5 1.4 1.7 2.2 3.2 4.3 5.5 8.8 13.5 15.5 14.8 12.9 13.7 9.0 5.7 4.6 3.4 2.4 1.7 1.2 1.0 1.0 1.1 1.0 0.7 0.7 1.2 1.8 2.3 6.6 11.7 10.4 7.2 4.8 4.2 3.3 2.4 1.9 1.4 1.2 1.0 0.9 0.9 0.9 0.9 1.0 1.2 1.5 1.7 1.9 2.1 2.2 2.3 2.2 2.2 2.1 2.2 2.4 2.8 3.4 3.8 4.0 4.2 4.4 4.5 4.3 3.9 3.2 2.8 2.4 2.0 1.6 1.5 1.7 2.2 3.0 3.9 4.8 7.0 9.9 12.1 12.5 12.2 10.1 7.3 5.1 4.3 3.6 2.8 2.3 1.9 1.7 1.7 1.8 1.6 1.1 0.7 1.4 2.2 2.7 13.3 12.0 7.8 5.1 4.4 3.4 2.6 2.1 1.6 1.4 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.4 2.6 2.6 2.6 2.5 2.7 3.0 3.4 3.9 4.3 4.4 4.6 5.0 5.3 5.2 4.6 3.8 3.3 2.9 2.3 1.9 1.7 1.8 2.2 2.8 3.4 4.0 5.4 7.2 8.8 10.1 8.9 7.4 5.6 4.3 3.9 3.6 3.1 2.8 2.5 2.5 2.6 2.7 2.5 1.6 0.6 0.7 1.1 1.6 2.1 6.4 11.2 9.8 6.8 4.7 4.2 3.5 2.9 2.5 2.0 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.9 2.1 2.4 2.7 2.9 3.3 3.6 3.6 3.8 3.9 4.1 4.5 5.1 5.3 5.7 6.7 7.8 7.8 6.4 4.9 4.1 3.5 2.7 2.1 1.9 1.9 2.2 2.6 3.0 3.6 4.6 5.7 6.8 7.8 6.9 5.8 4.8 4.0 3.6 3.5 3.3 3.2 3.1 3.2 3.5 3.8 3.7 2.3 0.8 0.7 1.0 1.5 5.3 8.2 7.1 5.4 4.1 3.7 3.5 3.1 2.9 2.6 2.5 2.5 2.4 2.4 2.4 2.3 2.2 2.0 2.0 2.1 2.3 2.7 3.0 3.3 3.8 4.5 4.8 4.8 4.6 4.7 5.2 5.9 6.4 7.3 9.4 12.3 12.3 9.2 6.6 5.0 4.0 3.0 2.3 2.0 2.0 2.3 2.6 3.0 3.5 4.2 4.8 5.5 6.1 5.6 4.9 4.3 3.8 3.5 3.5 3.5 3.6 3.5 3.7 4.3 5.0 5.2 3.3 1.0 0.7 1.2 4.1 6.0 5.5 4.4 3.6 3.4 3.4 3.3 3.2 3.2 3.2 3.4 3.6 3.6 3.4 3.0 2.7 2.5 2.4 2.4 2.7 3.1 3.6 4.0 4.8 5.9 6.4 6.3 5.7 5.5 6.0 6.6 7.3 8.8 11.7 15.4 15.4 11.5 7.9 5.7 4.3 3.1 2.5 2.2 2.2 2.3 2.6 2.9 3.4 3.8 4.2 4.7 5.1 4.7 4.2 3.9 3.6 3.4 3.5 3.7 3.9 4.0 4.2 5.2 6.5 7.2 4.3 1.2 0.8 1.1 3.1 4.6 4.6 4.0 3.5 3.3 3.4 3.6 3.7 3.7 3.8 4.2 4.6 4.6 4.2 3.6 3.2 3.1 2.8 2.7 3.0 3.6 4.3 5.2 6.7 9.2 10.6 9.5 7.6 6.6 6.6 6.9 7.6 8.8 10.4 8.9 8.9 10.0 7.8 5.8 4.3 3.1 2.5 2.3 2.3 2.4 2.6 2.9 3.3 3.8 4.1 4.5 4.9 4.6 4.1 3.8 3.5 3.3 3.5 3.7 4.2 4.5 4.9 6.7 9.0 10.1 5.5 1.8 1.3 0.9 0.6 1.0 2.5 3.6 3.8 3.5 3.3 3.3 3.5 3.8 4.3 4.5 4.8 5.6 6.5 6.6 5.7 4.7 4.1 3.7 3.3 3.0 3.2 3.9 5.0 6.4 8.9 12.7 15.5 13.1 9.7 7.9 7.2 7.2 7.7 8.9 10.7 9.6 9.6 10.4 8.1 5.9 4.3 3.1 2.5 2.2 2.2 2.4 2.7 3.0 3.5 4.0 4.5 5.1 5.5 5.2 4.6 4.1 3.6 3.4 3.5 3.7 4.3 4.9 5.4 8.2 11.9 12.5 6.6 2.5 2.0 1.3 0.7 0.9 2.1 3.2 3.4 3.3 3.2 3.3 3.6 4.1 4.8 5.4 6.3 8.1 10.5 10.8 8.6 6.3 5.1 4.4 3.7 3.3 3.3 4.0 5.3 7.1 9.7 12.9 14.9 13.2 10.4 8.4 7.4 7.2 7.6 9.0 11.8 15.4 15.6 11.6 8.1 5.8 4.4 3.1 2.4 2.1 2.1 2.4 2.7 3.0 3.6 4.4 5.3 6.2 6.9 6.3 5.4 4.6 3.8 3.4 3.6 3.7 4.2 4.8 5.3 8.0 11.6 12.2 6.5 2.4 2.0 1.2 0.7 0.9 2.2 3.2 3.4 3.3 3.3 3.4 3.6 4.2 5.1 6.1 7.7 10.4 14.2 15.0 11.2 8.0 6.0 4.7 3.8 3.3 3.3 4.0 5.1 6.7 8.5 10.7 11.0 9.2 7.9 7.2 6.9 6.9 7.6 9.5 12.2 12.2 9.2 6.6 5.1 4.1 3.0 2.3 2.0 2.0 2.3 2.8 3.2 3.8 4.9 6.4 7.7 9.0 7.9 6.6 5.2 4.2 3.8 3.8 3.8 4.1 4.3 4.7 6.3 8.6 9.7 5.4 1.7 1.2 0.9 0.6 1.0 2.5 3.8 4.0 3.8 3.6 3.4 3.5 3.9 4.7 5.8 7.6 9.9 12.2 12.7 10.5 7.9 5.7 4.4 3.5 3.1 3.3 4.1 5.3 7.0 9.7 13.1 13.0 13.4 10.4 8.1 7.1 6.5 6.0 6.0 6.8 7.7 7.6 6.4 5.0 4.2 3.6 2.8 2.1 1.8 1.9 2.3 3.0 3.7 4.4 6.2 8.4 10.4 11.3 10.5 8.7 6.6 5.0 4.5 4.2 3.8 3.8 3.7 3.9 4.9 6.2 6.9 4.2 1.2 0.8 1.1 3.2 4.8 4.8 4.3 3.8 3.5 3.5 3.6 4.0 4.6 5.3 6.5 8.1 6.9 5.4 4.4 3.6 3.0 2.8 3.2 4.0 5.0 6.3 8.5 12.0 14.7 12.4 9.1 7.3 6.6 5.9 5.2 4.9 5.1 5.3 5.2 4.7 3.9 3.5 3.2 2.5 1.9 1.6 1.8 2.2 3.1 4.2 5.2 8.0 11.9 14.0 13.7 14.0 12.2 8.6 5.9 5.2 4.4 3.8 3.5 3.2 3.4 4.1 4.8 5.0 3.2 1.0 0.6 0.7 1.2 4.2 6.3 5.7 4.8 4.0 3.8 3.8 4.0 4.6 5.6 7.4 10.0 12.5 13.2 10.9 8.1 5.8 4.3 3.3 3.0 3.2 3.7 4.4 5.0 6.4 8.4 9.6 8.7 6.8 5.9 5.6 5.1 4.6 4.3 4.2 4.3 4.2 3.9 3.6 3.2 2.9 2.4 1.8 1.5 1.7 2.2 3.1 4.4 5.5 8.9 14.0 16.2 13.6 12.5 9.7 6.4 5.5 4.6 3.8 3.3 2.9 3.1 3.4 3.7 3.6 2.3 0.9 0.7 1.0 1.5 5.3 8.5 7.6 5.8 4.4 4.2 4.2 4.2 4.8 5.7 7.1 9.9 13.9 15.0 11.3 7.8 5.8 4.5 3.5 3.0 3.0 3.3 3.6 3.9 4.6 5.4 5.8 5.6 5.0 4.6 4.6 4.4 3.9 3.5 3.2 3.0 2.9 3.0 3.1 3.3 3.2 2.6 1.9 1.6 1.9 2.3 3.2 4.2 5.2 7.9 11.4 13.6 13.5 13.8 12.0 8.7 6.3 5.6 4.9 4.0 3.3 2.6 2.5 2.6 2.7 2.5 1.7 0.7 0.7 1.1 1.7 2.2 6.4 11.4 10.3 7.2 5.0 4.6 4.3 4.1 4.5 4.9 5.7 7.5 10.0 10.5 8.5 6.2 4.8 4.1 3.3 2.8 2.7 2.8 2.9 3.1 3.6 4.2 4.5 4.4 4.0 3.8 3.7 3.5 3.1 2.7 2.3 2.1 2.1 2.3 2.6 3.3 3.6 2.8 2.0 1.8 2.0 2.4 3.2 3.9 4.6 6.2 8.2 10.0 11.2 10.4 8.8 7.0 5.7 5.4 5.0 4.3 3.5 2.6 2.1 1.9 2.0 1.8 1.3 0.7 0.7 1.4 2.2 2.7 13.3 12.2 7.9 5.2 4.6 4.1 3.8 4.0 4.0 4.3 5.1 6.2 6.3 5.6 4.5 3.9 3.4 2.9 2.5 2.3 2.3 2.4 2.6 3.0 3.2 3.3 3.4 3.3 3.2 3.0 2.9 2.6 2.2 1.9 1.8 1.9 2.1 2.5 3.2 3.6 3.0 2.4 2.3 2.5 2.9 3.4 3.8 4.4 5.4 6.6 7.8 8.9 8.0 7.1 6.2 5.5 5.3 5.1 4.7 3.9 2.8 1.9 1.5 1.5 1.5 1.1 0.7 0.7 1.1 1.7 2.1 6.4 11.4 10.1 7.1 4.8 4.3 4.0 3.6 3.5 3.3 3.4 3.9 4.4 4.5 4.1 3.5 3.1 2.9 2.5 2.2 2.0 1.9 1.9 2.0 2.1 2.1 2.1 2.3 2.4 2.4 2.5 2.4 2.2 2.1 2.2 2.5 3.2 4.3 5.5 6.8 0.7 6.8 5.8 5.0 4.4 4.0 4.0 4.2 4.6 5.3 5.9 6.6 7.3 6.9 6.4 6.1 5.7 5.4 5.3 5.0 4.5 3.5 2.2 1.5 1.4 1.4 1.2 0.8 0.7 1.0 1.5 5.1 8.4 7.3 5.5 4.1 3.8 3.6 3.3 3.1 2.9 2.9 3.2 3.5 3.5 3.4 3.1 2.7 2.5 2.2 1.9 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.7 1.8 1.9 2.0 2.0 2.2 2.7 3.5 4.7 6.4 8.8 11.7 13.4 11.6 8.8 6.8 5.6 4.9 4.5 4.4 4.6 5.0 5.3 5.7 6.2 6.0 5.9 5.9 5.7 5.5 5.3 5.2 5.1 4.7 3.2 1.8 1.5 1.5 1.3 0.9 0.6 0.6 1.1 3.9 5.9 5.4 4.4 3.5 3.2 3.1 2.9 2.7 2.5 2.4 2.4 2.3 2.3 2.4 2.4 2.3 2.1 1.9 1.7 1.4 1.1 1.0 0.9 0.8 0.8 0.8 0.9 1.1 1.2 1.4 1.6 1.9 2.2 2.8 3.7 4.7 5.9 7.7 10.7 12.6 10.4 7.8 6.3 5.5 4.8 4.3 4.2 4.3 4.6 4.9 5.4 5.8 5.8 5.8 5.8 5.6 5.4 5.3 5.4 5.6 5.7 4.6 3.0 1.8 1.6 1.4 1.0 0.6 0.9 2.8 4.3 4.3 3.7 3.2 2.8 2.7 2.5 2.3 2.0 1.8 1.7 1.5 1.6 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.0 0.8 0.6 0.7 0.8 0.9 1.1 1.3 1.6 2.2 2.9 3.7 4.5 5.0 6.1 7.6 8.4 7.7 6.3 5.4 5.0 4.5 4.0 3.9 3.9 4.2 4.6 5.2 5.9 6.2 6.1 5.8 5.4 5.2 5.3 5.6 6.0 6.6 6.2 4.4 1.6 1.3 0.9 0.6 0.7 2.0 3.0 3.2 3.0 2.7 2.4 2.2 2.0 1.8 1.5 1.3 1.1 0.9 0.9 1.1 1.4 1.6 1.7 1.7 1.6 1.4 1.1 0.9 0.7 0.6 0.7 0.8 0.8 0.8 0.9 1.0 1.2 1.5 2.2 2.9 3.7 4.2 4.5 5.1 5.7 6.0 5.8 5.2 4.7 4.5 4.1 3.7 3.6 3.8 4.1 4.4 5.1 6.0 6.5 6.4 5.9 5.5 5.4 5.5 5.8 6.5 7.3 7.4 6.0 3.7 2.0 1.2 0.8 0.6 1.4 2.1 2.2 2.2 2.0 1.8 1.7 1.5 1.3 1.1 0.8 0.6 0.6 0.8 1.1 1.4 1.6 1.7 1.7 1.6 1.5 1.4 1.2 1.2 1.2 1.2 1.2 1.1 1.0 1.0 1.1 1.5 2.1 2.9 3.6 4.1 4.5 5.0 5.5 5.7 5.6 5.1 4.6 4.2 3.9 3.6 3.4 3.7 4.3 4.9 5.8 7.2 8.3 8.1 7.1 6.3 6.1 5.8 5.9 6.5 7.3 7.5 6.6 4.9 2.8 1.4 0.9 0.6 1.0 1.4 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.8 0.6 0.6 0.7 0.9 1.2 1.5 1.8 1.9 2.0 2.0 2.0 1.9 1.8 1.8 1.8 1.7 1.6 1.5 1.3 1.1 1.1 1.5 2.2 3.0 3.7 4.3 4.8 5.3 5.6 5.6 5.5 5.1 4.6 4.2 3.8 3.5 3.4 3.8 4.6 5.6 7.1 9.7 12.0 11.4 9.2 7.7 7.0 6.4 6.0 6.2 6.6 6.6 6.2 5.3 3.7 2.0 1.1 0.6 0.7 1.0 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.7 0.8 1.0 1.1 1.3 1.5 1.8 2.0 2.2 2.4 2.5 2.7 2.8 2.8 2.7 2.6 2.4 2.1 1.8 1.5 1.3 1.3 1.6 2.3 3.1 3.7 4.2 4.8 5.4 5.7 5.6 5.2 4.8 4.4 4.2 3.7 3.4 3.3 3.7 4.7 6.1 8.3 11.6 14.6 13.6 10.9 8.9 7.7 6.8 6.0 5.8 5.8 5.8 5.5 4.9 4.1 2.7 1.5 0.9 0.6 0.9 1.1 1.2 1.1 1.1 1.1 1.2 1.3 1.3 1.4 1.4 1.5 1.7 1.8 2.0 2.2 2.5 2.7 2.8 2.9 3.2 3.7 3.9 3.7 3.3 2.8 2.5 2.2 1.8 1.5 1.5 1.8 2.5 3.4 4.0 4.4 4.9 5.6 5.9 5.8 5.2 4.8 4.5 4.3 3.7 3.2 2.9 3.1 3.9 5.2 7.0 8.7 10.1 9.6 8.8 8.0 7.1 6.5 5.9 5.5 5.3 5.2 5.0 4.6 4.0 3.1 2.0 1.2 0.6 0.8 1.2 1.4 1.5 1.5 1.6 1.8 1.9 2.0 2.0 2.1 2.3 2.4 2.4 2.5 2.7 3.0 3.2 3.5 3.5 3.8 4.4 4.8 4.6 3.9 3.4 3.0 2.7 2.1 1.8 1.8 2.2 3.1 4.0 4.8 5.2 5.8 7.2 8.2 7.7 6.3 5.3 4.9 4.5 3.9 3.3 2.6 2.2 2.0 2.3 2.6 3.2 0.8 3.9 3.9 4.6 5.3 5.6 5.5 5.2 5.0 4.9 4.8 4.5 3.9 3.3 2.4 1.5 0.8 0.9 1.6 1.9 2.1 2.2 2.4 2.5 2.7 2.9 3.1 3.2 3.3 3.2 3.0 3.0 3.3 3.5 3.9 4.2 4.5 5.3 6.7 7.5 7.0 5.5 4.3 3.8 3.1 2.4 2.1 2.2 2.8 4.0 5.4 6.3 6.5 7.3 9.8 12.2 11.0 8.2 6.3 5.5 4.9 4.5 4.2 3.3 2.1 1.3 1.3 1.5 2.1 2.9 2.9 2.8 3.9 5.2 5.8 5.7 5.3 5.0 5.0 4.9 4.5 4.0 3.3 2.6 1.9 1.2 0.6 1.1 2.2 2.7 2.9 3.1 3.2 3.4 3.5 3.8 4.2 4.4 4.4 4.0 3.7 3.7 4.0 4.1 4.4 5.0 5.7 7.2 9.7 11.9 10.4 7.5 5.5 4.4 3.4 2.6 2.3 2.6 3.5 5.1 7.0 7.6 7.9 8.5 11.6 13.4 12.2 9.4 7.0 5.8 5.3 5.4 5.8 4.5 3.1 1.5 1.5 1.2 1.6 2.1 2.3 2.3 3.6 5.9 6.7 6.5 5.9 5.4 5.4 5.2 4.6 4.1 3.5 2.9 2.4 1.5 0.8 1.5 3.1 3.7 3.9 4.0 4.1 4.2 4.3 4.4 4.8 5.4 5.6 5.3 4.8 4.6 4.7 4.5 4.6 5.2 6.4 8.4 11.3 13.3 11.9 8.9 6.3 4.7 3.4 2.6 2.3 2.7 3.8 5.9 8.2 9.2 8.7 6.7 7.8 7.9 7.2 5.9 4.9 4.5 4.7 6.0 7.4 7.1 5.2 2.0 1.9 1.1 1.2 1.4 1.6 1.8 3.1 6.4 8.4 8.3 7.4 6.3 5.9 5.6 4.8 4.3 3.9 3.3 2.9 2.0 1.0 0.7 2.1 4.4 5.0 4.9 4.7 4.7 5.0 5.2 5.4 6.2 7.7 8.8 8.1 6.7 5.7 5.0 4.3 3.9 4.0 4.6 5.5 6.7 7.1 5.9 4.7 3.4 2.5 1.9 1.9 2.5 3.8 6.2 9.0 10.5 8.6 4.2 4.1 3.4 2.8 2.0 1.8 2.4 3.6 5.8 8.1 9.5 7.5 2.8 2.3 1.1 0.9 1.0 1.3 1.7 2.7 6.0 10.4 11.2 9.9 7.6 6.3 5.8 5.1 4.5 4.2 3.9 3.6 2.6 1.3 0.6 0.6 0.9 2.6 6.3 6.6 5.9 5.3 5.3 5.9 6.4 6.8 8.1 10.7 13.1 11.5 8.9 6.6 5.0 3.6 2.5 2.0 1.7 1.8 2.3 2.8 2.4 1.8 1.5 1.3 1.1 1.0 1.3 2.4 4.2 7.3 10.5 10.6 8.6 3.5 4.1 3.2 2.5 1.6 1.4 1.9 3.4 5.9 8.6 8.7 6.7 2.3 2.4 1.0 0.8 0.9 1.2 1.7 2.6 5.5 10.7 14.0 12.0 8.7 6.5 5.8 5.3 4.8 4.6 4.5 4.4 3.4 1.8 0.8 0.6 0.7 1.0 1.4 3.3 8.5 9.2 7.6 6.3 6.1 6.6 7.1 7.9 9.5 12.2 13.8 11.4 8.6 5.7 3.4 2.1 1.3 1.0 0.9 1.1 1.7 2.3 1.8 1.3 1.0 0.8 0.7 0.7 1.1 2.3 4.3 7.5 11.4 12.8 10.4 4.2 3.9 2.7 2.1 1.6 1.4 1.9 3.3 5.1 7.6 9.1 7.1 2.7 2.0 0.8 0.7 0.8 1.2 1.9 3.4 2.0 8.6 13.0 11.6 8.7 6.6 5.6 5.2 5.0 5.0 5.2 5.3 4.4 2.4 1.1 0.9 0.8 0.6 0.6 1.0 1.7 2.2 4.3 10.4 12.6 10.0 7.3 6.7 6.9 7.2 8.0 9.1 9.4 8.4 3.6 2.1 1.2 0.8 0.6 0.6 0.8 1.2 1.4 1.2 1.5 1.3 1.3 1.0 0.9 1.2 2.4 4.5 8.1 11.7 12.1 9.9 3.8 3.9 2.6 2.1 1.8 1.8 2.4 3.5 4.3 6.0 5.8 4.4 1.5 1.5 0.7 0.6 0.7 1.0 1.7 3.5 4.3 7.0 10.9 10.0 8.1 6.5 5.5 5.1 5.1 5.5 6.1 6.4 5.3 3.1 1.5 1.2 1.0 0.7 0.6 1.1 2.0 2.6 11.2 13.9 10.7 7.5 6.5 6.4 5.9 5.9 5.6 5.3 5.0 0.7 2.5 2.6 2.2 1.5 1.2 1.5 2.5 4.5 7.7 11.4 12.9 10.5 4.4 3.9 2.7 2.3 2.3 2.4 2.8 3.6 2.9 2.4 0.8 0.8 0.6 0.8 1.2 3.3 4.2 5.5 8.5 8.6 7.4 6.5 5.6 5.0 5.2 5.9 6.8 7.4 6.1 1.8 1.3 1.1 0.8 0.6 1.1 1.6 2.0 4.0 9.9 10.9 8.9 6.6 5.8 5.6 4.9 4.7 5.0 5.5 5.6 3.4 4.0 3.3 2.1 1.7 2.1 3.0 4.9 7.6 11.0 10.6 8.7 3.7 4.1 3.0 2.8 3.0 3.2 3.5 3.9 2.0 1.2 0.6 0.8 3.6 4.6 5.0 6.5 7.2 6.8 6.2 5.5 4.8 4.8 5.6 6.7 7.4 6.4 3.9 1.9 1.1 1.0 0.7 0.6 0.8 1.1 1.5 3.3 7.7 7.9 6.7 5.5 5.0 5.1 4.8 5.0 6.1 6.9 6.4 5.6 5.7 4.3 2.4 2.1 3.2 4.2 5.2 7.0 9.3 10.4 8.8 4.2 4.1 3.3 3.3 3.8 4.3 4.6 4.2 0.6 4.4 5.6 5.4 5.6 6.1 6.1 5.6 5.0 4.3 4.2 4.8 5.7 6.2 5.8 3.9 1.9 1.0 0.7 0.8 1.0 1.3 2.8 5.7 6.0 5.3 4.8 4.5 4.8 5.0 5.4 7.1 8.7 6.9 7.3 6.7 4.4 2.2 1.2 3.8 5.1 5.4 6.2 7.8 8.3 6.5 3.8 4.1 3.7 3.8 4.4 5.1 5.4 5.2 5.3 7.5 6.6 5.4 5.4 5.4 4.9 4.3 3.7 3.5 3.9 4.4 4.9 4.9 3.8 1.9 0.9 0.6 0.8 1.1 1.3 2.4 4.3 4.8 4.6 4.4 4.3 4.5 4.8 5.2 7.0 8.7 7.1 5.7 6.1 5.5 5.4 6.7 5.5 4.1 1.3 1.2 4.7 4.9 5.8 7.2 8.1 7.4 6.0 8.9 7.7 5.6 5.0 4.9 4.3 3.7 3.1 2.9 3.1 3.5 3.9 4.0 3.5 2.0 0.9 0.6 1.0 1.2 1.5 2.2 3.4 3.8 3.8 3.9 3.9 4.1 4.3 4.7 5.8 6.6 6.1 6.3 5.9 3.9 2.4 5.8 6.2 7.8 10.8 13.1 5.7 7.8 7.1 5.3 4.7 4.5 3.9 3.3 2.8 2.6 2.7 3.0 3.3 3.4 3.1 2.0 0.9 0.7 1.2 1.5 1.7 2.2 2.9 3.1 3.2 3.3 3.5 3.7 3.7 4.0 4.8 4.8 4.6 4.1 4.7 3.5 2.6 6.1 7.0 9.4 13.4 16.7 5.7 6.4 5.1 4.6 4.3 3.7 3.1 2.6 2.5 2.6 2.8 3.0 3.1 2.8 1.9 1.0 0.9 1.6 1.9 2.1 2.3 2.6 2.7 2.7 2.9 3.2 3.5 3.7 4.1 4.7 3.8 3.6 6.4 5.5 4.7 4.3 3.6 3.0 2.6 2.5 2.6 2.8 2.9 2.9 2.6 1.9 1.0 1.1 2.0 2.4 2.4 2.5 2.5 2.4 2.3 2.5 3.2 4.0 4.7 5.5 6.0 3.4 3.2 7.2 5.9 5.1 4.2 3.4 2.9 2.6 2.6 2.6 2.8 2.9 2.8 2.6 2.0 1.1 1.3 2.5 3.0 2.9 2.7 2.4 2.2 2.1 2.3 3.2 4.7 6.1 7.8 8.9 8.1 6.5 5.4 4.2 3.3 2.7 2.5 2.5 2.6 2.8 2.9 2.9 2.7 2.1 1.2 0.6 1.6 3.1 3.7 3.5 3.1 2.6 2.2 2.0 2.1 3.0 4.9 7.0 9.6 13.4 12.9 15.1 10.4 7.7 5.9 4.2 3.1 2.5 2.4 2.3 2.5 2.7 3.0 3.1 3.0 2.4 1.3 0.6 0.6 0.8 1.9 3.8 4.8 4.4 3.7 3.0 2.4 2.1 2.1 2.7 4.8 8.3 13.2 22.7 14.3 19.4 12.4 8.8 6.3 4.3 2.9 2.4 2.2 2.2 2.4 2.8 3.1 3.4 3.5 2.7 1.4 0.6 0.7 0.9 1.1 2.3 4.3 5.7 5.6 4.6 3.4 2.6 2.2 2.1 2.5 4.6 8.1 12.9 22.6 13.0 16.0 11.8 8.7 6.6 4.4 2.9 2.2 2.1 2.2 2.4 2.9 3.5 4.0 4.2 3.2 1.5 0.7 0.6 0.9 1.1 1.3 4.8 6.6 6.5 5.1 3.7 2.7 2.3 2.2 2.7 4.3 6.4 8.8 12.6 11.3 14.3 11.1 8.0 6.5 4.4 2.8 2.1 2.1 2.2 2.6 3.3 4.2 4.9 5.1 3.6 1.8 0.9 0.7 0.6 0.9 1.1 1.3 2.5 4.7 6.4 6.3 5.0 3.6 2.7 2.3 2.3 2.8 4.0 5.2 7.0 8.1 11.3 16.6 12.2 8.4 6.4 4.2 2.6 2.1 2.2 2.3 2.8 3.8 5.1 6.1 5.9 4.0 2.0 1.2 1.0 0.7 0.8 1.0 2.2 4.2 5.6 5.2 4.3 3.3 2.5 2.2 2.4 3.0 3.9 4.7 5.5 5.9 11.7 19.2 12.7 8.1 5.8 3.8 2.4 2.1 2.2 2.5 3.0 4.2 5.7 6.9 6.5 2.2 1.4 1.2 0.6 0.8 1.9 3.8 4.6 4.3 3.6 2.9 2.4 2.1 2.3 3.1 4.1 5.1 6.2 6.7 10.4 13.2 9.4 6.4 5.1 3.5 2.4 2.1 2.3 2.5 3.0 4.1 5.5 6.6 6.3 4.3 2.2 1.3 1.1 0.7 1.7 3.3 3.8 3.7 3.2 2.7 2.3 2.0 2.1 3.0 4.6 6.0 8.2 10.3 8.1 6.4 4.8 4.2 3.2 2.5 2.2 2.3 2.5 2.9 3.8 4.8 5.7 5.7 4.0 2.0 1.1 0.8 0.6 1.5 2.8 3.3 3.3 3.0 2.6 2.3 2.1 2.0 2.9 5.0 7.7 11.3 17.6 5.7 5.1 4.2 3.7 3.1 2.5 2.3 2.3 2.4 2.8 3.5 4.2 4.8 5.0 3.7 1.8 0.9 0.6 0.6 1.4 2.5 3.0 3.1 3.0 2.7 2.4 2.2 2.1 2.7 5.0 8.9 14.7 26.5 4.5 4.3 3.9 3.5 3.0 2.6 2.3 2.3 2.5 2.8 3.3 3.8 4.2 4.4 3.4 1.8 0.8 0.6 1.3 2.3 2.9 3.0 3.0 2.8 2.5 2.3 2.2 3.0 5.1 7.9 11.4 17.6 2.3 3.8 7.4 13.5 22.1 20.0 11.7 5.8 2.8 1.4 1.1 1.5 2.1 2.8 3.5 3.9 3.5 4.7 4.2 3.7 3.3 2.8 2.4 2.3 2.3 2.5 2.9 3.3 3.7 4.0 4.0 3.2 1.7 0.8 0.6 1.3 2.3 2.9 3.0 3.0 2.8 2.6 2.4 2.4 3.3 4.9 6.4 8.6 10.6 2.5 6.4 8.1 11.1 18.3 17.3 10.7 7.0 3.5 1.6 1.1 1.6 2.5 3.3 4.4 5.5 5.2 5.7 5.7 4.6 3.8 3.3 2.7 2.3 2.3 2.4 2.6 3.0 3.4 3.7 3.9 3.9 3.2 1.8 0.8 0.6 1.3 2.4 3.1 3.2 3.1 2.8 2.6 2.4 2.6 3.5 4.8 5.9 7.1 7.6 16.8 14.3 9.2 7.8 7.2 7.6 8.8 11.0 10.4 8.1 6.2 3.2 1.3 1.0 1.9 3.2 4.4 5.8 8.1 8.4 8.4 7.4 5.2 4.3 3.4 2.6 2.2 2.2 2.4 2.6 2.9 3.3 3.7 3.9 3.9 3.3 1.9 0.9 0.6 1.4 2.7 3.5 3.4 3.2 2.8 2.5 2.4 2.7 3.6 4.9 5.9 7.0 7.4 18.1 15.7 10.3 9.2 8.3 7.9 8.3 8.7 8.9 7.7 5.9 3.5 1.8 1.5 2.7 4.3 6.1 8.3 13.0 12.3 13.2 10.9 6.3 5.0 3.4 2.5 2.0 2.2 2.4 2.6 2.8 3.2 3.6 3.9 4.1 3.6 2.2 0.9 0.7 1.6 3.2 4.1 3.9 3.5 3.0 2.6 2.5 2.6 3.6 5.1 6.5 8.5 10.2 12.9 13.1 10.1 9.8 9.7 9.3 8.6 7.7 7.6 7.2 6.0 4.5 3.4 3.2 4.3 5.7 7.5 9.7 15.7 13.8 15.4 12.4 6.8 5.2 3.4 2.4 2.0 2.2 2.4 2.6 2.8 3.3 3.8 4.3 4.5 4.1 2.4 1.0 0.6 0.7 0.9 1.8 3.6 4.9 4.7 4.1 3.4 2.9 2.6 2.6 3.5 5.5 7.8 11.1 16.3 9.9 9.9 10.6 10.7 9.3 7.6 7.8 7.5 6.7 6.0 5.7 5.8 6.6 7.2 7.9 8.7 11.3 10.7 10.9 9.0 5.7 4.7 3.4 2.5 2.1 2.2 2.5 2.7 3.0 3.5 4.2 5.0 5.4 4.9 2.7 1.1 0.8 0.7 0.9 1.1 2.1 4.1 5.9 5.8 5.0 4.0 3.2 2.9 2.8 3.4 5.5 9.3 14.8 26.2 10.5 11.8 15.5 19.1 15.4 10.7 9.6 8.5 7.6 7.2 8.1 8.8 8.4 8.0 8.1 7.8 7.9 7.0 2.9 7.0 6.1 4.6 3.9 3.2 2.5 2.2 2.3 2.6 2.9 3.1 3.8 4.9 5.9 6.4 5.4 3.0 1.4 1.1 0.6 0.9 1.2 1.4 4.5 6.6 7.0 5.9 4.6 3.6 3.2 3.0 3.6 5.6 8.5 12.4 19.4 2.8 4.6 7.8 13.5 20.6 21.3 13.9 10.8 9.5 9.2 9.5 12.0 13.6 11.7 10.0 9.5 8.5 8.1 7.9 5.9 3.8 4.2 5.4 5.0 4.1 3.4 3.0 2.5 2.2 2.4 2.7 3.0 3.3 4.1 5.4 6.7 7.3 5.9 1.6 1.3 0.6 0.9 1.2 1.4 4.6 6.7 7.1 6.0 4.8 3.8 3.4 3.3 3.9 5.6 7.5 10.2 13.5 1.7 2.6 4.4 6.8 10.3 0.7 11.2 8.9 7.7 8.0 9.9 12.8 19.4 24.6 17.8 12.4 10.0 8.2 8.0 8.8 9.9 15.6 17.2 13.4 12.1 13.5 17.2 15.3 9.2 6.0 4.7 4.4 3.6 3.0 2.7 2.6 2.4 2.3 2.5 2.8 3.1 3.4 4.1 5.3 6.5 7.1 5.8 3.3 1.6 1.2 0.7 0.9 1.2 2.1 4.2 6.1 6.2 5.5 4.6 3.9 3.5 3.6 4.0 5.2 6.8 9.0 11.3 8.8 13.7 21.0 23.6 23.0 21.0 13.7 8.2 4.9 2.7 1.5 0.8 0.6 0.6 0.6 0.7 1.0 1.6 3.0 5.1 3.9 3.0 3.6 5.3 8.4 13.3 19.2 21.8 17.4 11.8 7.9 6.2 6.3 6.9 7.4 10.5 11.8 10.4 9.8 10.5 12.0 10.5 7.1 5.2 4.2 3.3 2.5 2.0 2.0 2.2 2.3 2.4 2.6 2.9 3.2 3.4 4.0 4.8 5.6 6.1 5.3 3.0 1.3 1.0 0.6 0.9 1.8 3.7 5.2 5.2 4.8 4.3 3.9 3.6 3.6 3.8 4.2 5.0 6.5 8.4 9.4 11.5 16.3 17.9 17.9 16.5 11.4 7.2 4.6 2.6 1.4 0.8 0.6 0.6 0.6 0.7 0.8 1.1 2.1 3.2 2.7 1.9 1.9 2.3 3.0 3.6 4.7 4.2 3.0 2.8 3.1 4.0 4.7 4.9 6.4 7.4 7.4 7.2 7.5 7.5 6.6 5.0 4.1 3.5 2.7 1.8 1.5 1.7 2.0 2.3 2.4 2.7 3.0 3.2 3.4 3.8 4.3 4.8 5.1 4.6 2.6 1.1 0.7 0.6 1.5 3.1 4.2 4.4 4.3 4.1 3.9 3.8 3.7 3.6 3.6 3.8 4.8 6.3 7.3 8.3 10.3 10.8 10.7 9.9 7.8 5.5 3.9 2.3 1.3 0.8 0.8 0.8 0.9 1.0 1.0 1.2 1.5 1.8 1.8 1.5 1.3 1.3 1.5 1.9 3.0 4.3 2.7 1.8 1.7 2.2 3.0 3.6 4.1 4.8 5.3 5.8 6.0 6.2 5.8 5.1 4.3 3.5 2.9 2.3 1.7 1.5 1.8 2.1 2.4 2.5 2.8 3.0 3.3 3.5 3.7 3.9 4.1 4.1 3.7 2.2 0.9 1.2 2.4 3.3 3.6 3.9 4.1 4.1 4.0 4.0 3.9 3.7 3.7 4.2 5.2 6.1 7.0 7.8 8.2 8.2 7.4 6.2 4.5 3.1 2.0 1.3 0.9 1.0 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.7 1.6 1.4 1.3 1.4 1.9 2.1 1.8 1.4 1.5 2.0 2.6 3.0 3.2 3.5 3.9 4.3 4.6 4.5 4.1 3.6 3.2 2.9 2.5 2.0 1.7 1.7 2.0 2.3 2.5 2.8 3.0 3.3 3.5 3.7 3.8 3.8 3.7 3.4 2.9 1.8 0.8 1.0 1.9 2.5 2.9 3.4 4.0 4.4 4.6 4.6 4.6 4.4 4.1 4.0 4.4 4.9 5.2 5.3 5.2 5.0 4.5 4.0 3.3 2.4 1.7 1.2 1.1 1.3 1.5 1.8 2.0 2.1 2.2 2.2 2.2 2.2 2.1 1.9 1.7 1.4 1.3 1.2 1.2 1.2 1.2 1.5 2.0 2.4 2.6 2.8 2.8 2.9 3.2 3.4 3.3 3.0 2.7 2.5 2.2 2.0 1.9 1.8 2.0 2.3 2.5 2.8 3.2 3.6 3.8 3.9 4.0 4.0 3.7 3.3 2.8 2.2 1.3 0.6 0.8 1.4 1.9 2.3 2.7 3.5 4.6 5.2 5.6 5.8 5.6 4.8 4.2 3.7 3.6 3.5 3.2 2.9 2.7 2.5 2.3 2.0 1.6 1.2 1.1 1.2 1.5 1.8 2.2 2.5 2.9 3.1 3.2 3.2 2.9 2.6 2.2 1.9 1.5 1.2 0.9 0.8 0.9 1.1 1.5 2.0 2.3 2.6 2.9 3.1 3.2 3.2 3.2 2.9 2.7 2.5 2.2 1.9 1.8 1.8 1.9 2.1 2.4 2.7 3.3 4.0 4.5 4.6 4.6 4.4 4.0 3.3 2.6 2.1 1.7 1.0 0.6 1.1 1.5 1.7 1.9 2.5 3.7 5.3 6.4 7.0 6.7 5.6 4.3 3.4 2.8 2.3 1.9 1.6 1.4 1.2 1.2 1.1 1.0 0.9 1.0 1.3 1.7 2.2 2.6 2.9 3.3 3.9 4.2 3.9 3.4 2.9 2.6 2.2 1.7 1.2 0.8 0.6 0.8 1.1 1.6 2.1 2.5 2.8 3.3 3.8 4.1 4.0 3.6 3.2 2.9 2.7 2.3 2.0 1.7 1.7 1.8 2.0 2.4 3.0 4.0 5.1 5.8 5.7 5.4 4.7 3.6 2.5 1.9 1.6 1.2 0.8 0.9 1.2 1.3 1.5 1.7 2.5 3.9 5.8 7.1 7.0 5.7 4.3 3.2 2.5 1.9 1.6 1.3 1.2 1.0 0.9 0.8 0.7 0.7 0.9 1.3 1.9 2.6 3.2 3.5 4.1 4.9 5.3 5.0 4.2 3.5 3.2 2.6 1.9 1.3 0.8 0.7 0.8 1.2 1.7 2.4 3.0 3.3 3.8 4.5 4.9 4.7 4.2 3.7 3.4 3.1 2.6 2.1 1.8 1.7 1.8 2.0 2.5 3.4 4.6 6.1 6.9 6.6 5.6 4.0 2.6 1.7 1.3 1.2 1.0 0.6 0.7 0.9 1.1 1.2 1.4 1.7 2.6 0.6 5.7 6.1 5.3 4.0 3.1 2.4 1.9 1.6 1.4 1.1 0.9 0.8 0.7 0.6 0.7 0.9 1.4 2.1 2.9 3.8 4.5 5.8 7.7 8.8 7.8 5.8 4.5 3.8 3.0 2.1 1.4 0.9 0.8 0.9 1.3 1.9 2.7 3.5 4.2 5.1 6.7 7.7 7.2 5.8 4.7 4.2 3.5 2.8 2.2 1.9 1.8 1.8 2.1 2.7 3.5 4.8 6.2 7.1 6.2 4.4 2.7 1.6 1.2 1.1 0.9 0.7 0.7 0.9 1.0 1.3 1.5 1.7 3.6 4.8 4.6 3.7 2.9 2.4 2.0 1.6 1.3 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.4 2.1 3.1 4.3 5.6 7.7 10.7 13.1 10.9 7.7 5.6 4.3 3.1 2.2 1.5 1.0 0.9 1.0 1.4 2.0 2.9 4.0 5.1 6.9 9.5 12.0 10.5 7.8 5.9 4.8 3.8 2.9 2.3 2.0 1.9 2.0 2.2 2.7 3.4 4.5 5.6 5.7 4.4 1.7 1.3 1.0 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.4 1.4 1.3 1.9 2.8 3.6 3.2 2.7 2.3 1.9 1.5 1.2 1.0 0.8 0.6 0.6 0.9 1.3 1.9 2.8 4.1 5.8 8.2 10.8 12.3 10.8 8.3 5.9 4.1 2.9 1.9 1.3 1.0 0.9 1.0 1.3 1.9 2.8 4.1 5.6 8.0 11.0 13.3 11.9 9.1 6.5 4.9 3.7 2.7 2.2 2.0 1.9 2.0 2.3 2.6 3.2 4.0 4.6 3.7 2.6 1.6 1.4 1.2 0.9 0.7 0.6 0.6 0.7 0.9 1.0 1.0 0.9 0.9 1.4 2.2 2.5 2.3 2.0 1.7 1.3 1.1 0.8 0.7 0.6 0.8 1.1 1.6 2.3 3.0 4.0 5.1 5.1 4.0 3.1 2.3 1.6 1.1 0.8 0.7 0.7 0.7 0.9 1.3 1.9 2.8 3.9 5.1 6.4 6.8 5.7 4.5 3.4 2.5 2.0 1.7 1.6 1.7 1.9 2.1 2.5 2.8 3.3 3.0 2.0 1.2 1.2 1.3 1.1 0.9 0.7 0.6 0.7 0.7 0.6 0.6 1.1 1.5 1.7 1.6 1.4 1.1 0.9 0.7 0.7 0.8 1.2 1.9 2.4 2.0 1.2 0.9 0.7 0.7 1.0 1.2 1.5 2.1 2.7 2.4 1.7 1.3 1.2 1.1 1.0 1.1 1.2 1.3 1.6 1.8 2.1 2.3 2.2 1.6 0.9 0.7 0.8 0.9 0.8 0.7 J MT. HOOD AVENUE (WIDTH VARIES) 26.25' EM NULL ESDC O1C O1C O1C O1C O1A O1A O1A O2 O2 O2 O2 O2 ST-1 J 8 7 OUTLINE OF ILLUMINATED MONUMENT SIGN O2 O2 O1C O3 O3 O3 O3 O3 O3 O3 O3 O3 O3 O3 O3 O3 O1B O1B O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O1A O3 2 TYP EXISTING STREET LIGHT TO REMAIN O3 O3 O3 O3 1 1 1 1 1 1 1 1 PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 111 SW Fifth Ave, Ste 3210 Portland, Oregon 97204 Tel [PHONE REDACTED] SAZAN# 257-22057 NOT FOR CONSTRUCTION 10/2/2023 1:50:03 PM ELECTRICAL - SITE PHOTOMETRIC PLAN 09.29.23 E0.02 DESIGN REVIEW 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 1" = 20'-0" E0.02 1 ELECTRICAL - SITE PHOTOMETRIC PLAN N SHEET NOTES A. NOT USED. B. NOT USED. C. STREET LIGHTING COORDINATION WITH PGE TO CONTINUE DURING NEXT DESIGN PHASE. EXACT POWER SOURCE LOCATION AND INSTALLATION REQUIREMENTS, INCLUDING POLE BASE TYPE TO BE DETERMINED AND WILL BE COORDINATED DURING NEXT DESIGN PHASE. 1. EXISTING POLE TO REMAIN. PROVIDE NEW O1A FIXTURE TO EXISTING POLE. 2. PROVIDE WALL-MOUNTED AREA LIGHT 3. NOT USED. 4. NOT USED. 5. NOT USED. 6. NOT USED. 7. POWER AND CONDUIT ROUTED BACK TO PGE POWER SOURCE. 8. INSTALL PGE 13" X 24" X 18" JUNCTION BOX WITH LID MARKED "ELECTRIC". REFER TO DETAIL #1 ON SHEET E7.00 FOR MORE INFORMATION. FLAG NOTES # PGE TRENCH AND INSTALLATION REQUIREMENTS A. ONLY PGE-APPROVED EXCAVATION CONTRACTORS AND CONTRACTORS WHO HAVE MADE SPECIAL ARRANGEMENTS WITH PGE WILL BE ALLOWED TO WORK UNDER A PGE STREET RIGHT-OF-WAY PERMIT. THE CONTRACTOR MUST NOTIFY THE LOCAL JURISDICTION 48 HOURS BEFORE THE WORK IS TO BEGIN. A COPY OF THE PERMIT MUST BE ON SITE. B. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH EXCAVATION AND BACKFILLING, COMPACTION, ROAD CROSSINGS, CONDUITS, ELBOWS, VAULTS, JUNCTION BOXES, LANDSCAPE RESTORATION, ASSOCIATED PERMITS AND ANY OTHER REQUIREMENTS TO BE COMPLETE THE CONSTRUCTION FOR STREETLIGHT SERVICE. C. PGE REQUIRES THE CONTRACTOR TO INSTALL THE BOTTOM PIECE OF STREETLIGHT POLE AND/OR CONCRETE FOOTING FOR THE STREETLIGHT POLE WHILE THEIR TRENCH IS OPEN. PGE WILL PROVIDE THE POLE FOOTING FOR OPTION A STREETLIGHTS, THEY ARE TO BE INSTALLED WITH 3/4 MINUS GRAVEL TAMPED AROUND THE BASE. 1. 2-PIECE FIBERGLASS POLE BASES ARE TO BE INSTALLED WITH THE YELLOW LINE AT GRADE WITH 1 FOOT BELOW FINAL GRADE OPEN SO THE TOP PIECE CAN BE PLACED DURING INSTALLATION, CONTRACTOR IS TO PROVIDE EXTRA GRAVEL TO BACKFILL TO GRADE. 2. CONCRETE FOOTINGS FOR STREETLIGHT POLES ARE TO BE INSTALLED FLUSH WITH GRADE. D. TRENCHES ARE TO BE 48 INCHES DEEP WHEN SHARED WITH OTHER UTILITIES, AND OTHERWISE AT LEAST 36 INCHES IN DEPTH. E. AN ON-SITE PRECONSTRUCTION MEETING IS REQUIRED FOR ALL PROJECTS WITH PGE'S FIELD CONSTRUCTION INSPECTOR. F. FINISHED GRADE MUST BE ESTABLISHED PRIOR TO TRENCH EXCAVATION TO ENSURE THAT MINIMUM COVER REQUIREMENTS FOR CABLES AND CONDUITS ARE ATTAINED. MINIMUM COVER REQUIREMENTS FOR CABLES ARE MEASURED FROM THE TRENCH SURFACE TO THE TOP OF THE CABLE OR CONDUIT. STREET LIGHTING CONDUIT AND ELBOW REQUIREMENTS A. ALL CONDUIT ROUTES MUST BE APPROVED BY PGE PRIOR TO INSTALLATION BY THE CUSTOMER, CUSTOMER-INSTALLED CONDUIT MUST BE INSPECTED BY PGE BEFORE BACKFILL. B. ALL CONDUCTORS ARE TO BE INSTALLED IN CONDUIT. CONDUITS ARE TO BE SIZED FOR THE REQUIRED CONDUCTOR, AS DETERMINED BY PGE. 1. THREE-INCH AND/OR TWO-INCH DIAMETER CONDUIT IS REQUIRED FOR ALL RUNS OVER 100 FEET AND FOR ALL RUNS SERVING MORE THAN ONE LIGHT. 2. ONE-INCH DIAMETER CONDUITS MAY BE USED FOR RUNS NOT EXCEEDING 100 FEET IN LENGTH AND SERVING ONLY ONE LIGHT. C. HDPE DUCT MAY BE USED FOR HORIZONTAL DIRECTIONAL BORING APPLICATIONS. THE DUCT MUST MEET THE REQUIREMENTS OF PGE SPECIFICATION L22501 (AVAILABLE UPON REQUEST FROM PGE). 1. FOR SAFETY REASONS, THE DUCT MUST BE BLACK WITH THREE EQUALLY SPACED EXTRUDED RED STRIPES, WHICH IS A SPECIFICATION REQUIREMENT. ALUMINUM COUPLINGS WITH BARBED THREADS ON BOTH ENDS MUST BE USED TO JOIN HDPE DUCT SECTIONS, AND STRAIGHT COUPLINGS WITH BARBED THREADS ON ONE END AND NPT ON THE OTHER END MUST BE USED FOR CONNECTING TO PVC DUCT. D. ALL CONDUITS MUST BE GRAY ELECTRICAL GRADE SCHEDULE 40 PVC, FLEX CONDUIT IS NOT ALLOWED. E. ALL CONDUITS ARE TO CONTAIN A 500-POUND TEST NON-CONDUCTIVE PULL STRING WITH 6 FEET OF PULL STRING EXTENDING BEYOND EACH END OF THE CONDUIT. F. BENDS ARE TO BE RIGID STEEL OR PGE APPROVED FIBERGLASS AS NOTED IN PGE'S ELECTRICAL SERVICE REQUIREMENTS BOOK: FOR CONDUIT RUNS LONGER THAN 151 FEET, OR FOR ANY LENGTH RUN WITH MORE THAN 180 DEGREES IN BENDS. NO MORE THAN 3-90 DEGREE ELBOWS OR A TOTAL OF 270 DEGREES OF BENDS IN ANY CONDUIT RUN. G. 36-INCH RADIUS ELBOWS ARE REQUIRED FOR ALL CONDUIT RUNS LONGER THAN 6 FEET. 24-INCH RADIUS ELBOWS ARE ALLOWED FOR 1-INCH SCH 40, PVC CONDUIT RUNS OF 6 FEET OR LESS, WHILE STILL MAINTAINING A 36-INCH MINIMUM DEPTH WITH PRIOR PGE APPROVAL. H. FOR THREE-INCH AND TWO-INCH CONDUIT, SWEEPS MUST BE SEPARATED BY A MINIMUM 5-FOOT STRAIGHT SECTION. THERE MUST BE A 3-FOOT MINIMUM STRAIGHT SECTION FROM A VAULT. I. ALL ELBOW BENDS MUST BE FACTORY MADE AND ALL CONDUIT AND ELBOW ENDS SHALL BE SMOOTH AND FREE OF BURRS AND ROUGH EDGES. J. WHEN A NEW CONDUIT AND/OR PULL LINE WILL BE ENTERING AN EXISTING PGE SECONDARY VAULT OR TRANSFORMER, THE INSTALLER IS REQUIRED TO CONTACT PGE PRIOR TO INSTALLATION. A PGE CREW WILL BE SCHEDULED TO MEET THE INSTALLER AT THE SITE TO ASSIST WITH THE INSTALLATION. K. THE CUSTOMER IS RESPONSIBLE FOR DUCT PROOFING ALL DUCTS INSTALLED FOR PGE JOBS BEFORE THE JOB IS COMPLETED AND BEFORE THE INSTALLATION OF PGE CONDUCTORS. GENERAL STREET LIGHTING NOTES (PGE OPTION B) A. OPTION B IS FOR MAINTENANCE AND ENERGY SUPPLIED TO EQUIPMENT OWNED BY THE CUSTOMER. DEVELOPER/CUSTOMER TO PURCHASE, SUPPLY AND INSTALL STREETLIGHT MATERIALS (INCLUDES CIRCUIT IN THE POLE). MATERIALS MUST BE FROM PGE’S MOST CURRENT VERSION OF THE APPROVED MATERIAL LIST. B. FOR OPTION B STREETLIGHTS (OWNED BY THE MUNICIPALITY/CITY), THE DEVELOPER/PROJECT IS RESPONSIBLE TO PROVIDE THE PGE LIGHTING DESIGN PROJECT MANAGER WITH THE STREETLIGHT PHOTOMETRIC DESIGN LAYOUT STAMPED APPROVED BY THE MUNICIPALITY/CITY UNDER WHOSE JURISDICTION IT FALLS, WHICH INCLUDES COMPLETE STREETLIGHT DESIGN DETAILS (POLE AND FIXTURE SPECIFICATIONS). THIS APPROVED PHOTOMETRIC DESIGN IS TO BE SUBMITTED SIMULTANEOUSLY WITH ANY PROJECTS NEEDING POWER PLANS, TO AVOID DELAYS WITH THE PGE ELECTRICAL PLANS. DESIGNS FOR OPTION B STREET LIGHTING MATERIALS NEED TO BE SPECIFIED FROM PGE’S APPROVED STREET LIGHTING EQUIPMENT LIST C. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE STREET LIGHT POLES AND FIXTURES, INSPECTION AND ENERGIZING OF THE STREET LIGHTS WITH PGE (SERVICE DESK [PHONE REDACTED] AND [EMAIL REDACTED]) AND MELISSA ANTHONY-MORIN ([EMAIL REDACTED], [PHONE REDACTED]). REFERENCE PGE JOB NUMBER M3351974. JUNCTION BOX NOTES A. ALL JUNCTION BOXES ARE TO BE PGE-APPROVED (AVAILABLE UPON REQUEST OF YOUR PGE PROJECT MANAGER), THE LID MUST BE SECURED WITH FIVE SIDED PENTA-HEAD BOLTS. COVERS MUST BE MARKED ELECTRIC OR POWER. B. MINIMUM 6 INCHES OF 3/4-INCH MINUS WELL-COMPACTED BACKFILL UNDER AND AROUND THE OUTSIDE OF THE JUNCTION BOX C. CUSTOMER TO INSTALL A PGE-PROVIDED GROUND ROD INSIDE THE JUNCTION BOX, A MAXIMUM OF 3 INCHES OF GROUND ROD MUST BE SHOWING INSIDE THE JUNCTION BOX. D. JUNCTION BOX MUST BE SET 2 INCHES ABOVE FINAL GRADE OR ON THE HIGHSIDE OF THE SLOPE. E. JUNCTION BOXES SET ON A SIDEWALK MUST BE SET TO GRADE. JUNCTION BOXES CANNOT BE COVERED BY LANDSCAPE MATERIALS. IF PGE LOCATES A HIDDEN JUNCTION BOX WITHIN 6 MONTHS OF PGE TAKING OWNERSHIP, PGE WILL BILL THE DEVELOPER FOR THE COST TO F. LOCATE AND MAKE ANY ADDITIONAL REPAIRS TO BRING THE JUNCTION BOX TO GRADE. G. JUNCTION BOXES ARE REQUIRED AT EACH STREETLIGHT LOCATION WHERE: CONDUIT RUNS SERVE MORE THAN ONE LIGHT, OR CONDUIT RUNS EXCEED 100 FEET IN LENGTH, OR CONDUIT SIZES ARE GREATER THAN ONE-INCH DIAMETER. H. A MINIMUM OF TWELVE INCHES WORKING SPACE IS TO BE PROVIDED BETWEEN THE TOP OF ELBOWS AND THE JUNCTION BOX LID TO ALLOW BENDING WIRE WITHOUT DAMAGE TO THE WIRE. I. THE ELBOWS ARE TO BE CLUSTERED AT ONE END OF THE JUNCTION BOX. J. WHERE MULTIPLE LIGHTS ARE SERVED FROM A RUN OF WIRE, THREE-INCH OR TWO-INCH CONDUIT AND JUNCTION BOXES ARE ALWAYS REQUIRED. K. JUNCTION BOXES ARE NOT TO BE COVERED WITH ANY LANDSCAPE MATERIAL. LIGHT AND POLE PLACEMENT NOTES A. WHERE THERE IS A PLANTER STRIP, STREETLIGHTS ARE TO BE PLACED A MINIMUM OF 2 FOOT FACE OF POLE, FACE OF CURB. B. WHERE SIDEWALK IS DIRECTLY BEHIND CURB, STREETLIGHT PLACEMENT IS 6 INCHES BEHIND WALK. C. CONDUIT AND JUNCTION BOXES ARE TO BE PLACED IN THE PUBLIC UTILITY EASEMENT (PUE). D. ALL OTHER LOCATIONS MUST BE APPROVED BY A PGE LIGHTING PROJECT MANAGER. E. ALL METAL POLES MUST BE GROUNDED PER NESC 215.C AND NESC SECTION 9, USING A 5/8” X 8’ GALVANIZED ROD, CONNECTED TO THE GROUNDING LUG INSIDE THE POLE USING SOLID #6 CU BSD WIRE (STRANDED WIRE IS NOT ACCEPTABLE). PGE WILL PROVIDE THE GROUND ROD AND COPPER WIRE FOR GROUNDING THE METAL STREETLIGHT POLE. GROUND RODS WILL BE INSTALLED A MINIMUM OF 6 INCHES BEHIND THE CONCRETE FOOTING AND A MINIMUM OF 2 INCHES BELOW GRADE. THE COPPER WIRE IS TO BE COILED AT BOTH ENDS FOR PGE, COPPER WIRE WILL BE PULLED THROUGH ONE OF THE FLUTES IN THE CONCRETE FOOTING DURING THE FOOTING INSTALLATION AND THE OTHER END PLACED ADJACENT TO THE GROUND ROD. OPTION B - LIGHT AND POLE INSTALLATION BY CONTRACTOR A. WHERE JUNCTION BOXES ARE INSTALLED, THE CONTRACTOR SHALL RUN CONTINUOUS #10 CU 3-CONDUCTOR STREETLIGHT WIRE FROM THE LUMINAIRE TO THE JUNCTION BOX. B. WHERE JUNCTION BOXES ARE NOT INSTALLED, THE CONTRACTOR SHALL RUN CONTINUOUS #10 CU 3-CONDUCTOR STREETLIGHT WIRE FROM THE LUMINAIRE TO THE HAND HOLE OF THE POLE. PGE WILL RUN CONDUCTOR FROM THE SOURCE TO THE POLE HAND HOLE. C. IN BOTH CASES, 18" OF EXTRA CONDUCTOR SHALL BE PROVIDED FOR PGE TO MAKE THE CONNECTION. D. ALL DIRECT BURIAL TYPE STREETLIGHT POLES ARE TO BE SET TO THE DEPTH SPECIFIED IN PGE STANDARDS: FIVE FEET FOR 30 AND 35 FOOT POLES, FOUR FEET FOR ALL SHORTER POLES. E. WHERE ANCHOR-BASE TYPE POLES ARE INSTALLED USING PRECAST CONCRETE FOOTINGS, PGE SPECIFIES: F. UTILITY VAULT #20R-LB-4-PGE: 20” DIAMETER/4’ LONG ROUND FOOTING WITH 11” BOLT CIRCLE FOR ALL 14’ OR 16’ DECORATIVE ALUMINUM OR COMPOSITE POLES. G. UTILITY VAULT #4-LB-PGE: 18” SQUARE/4’ LONG FOOTING WITH 8” BOLT CIRCLE FOR ALL 16’ REGULAR ALUMINUM POLES. H. UTILITY VAULT #5CL-LB-PGE: 14” SQUARE/5’ LONG FOOTING WITH 11” BOLT CIRCLE FOR ALL 25’ TO 35’ ALUMINUM POLES AND COMPOSITE POLES. I. UTILITY VAULT #7LB: 18” TOP TO 24” BOTTOM TAPERED SQUARE/7’ LONG FOOTING WITH 11” BOLT CIRCLE FOR ALL 40’ ALUMINUM POLES AND COMPOSITE POLES. J. ALL CONCRETE FOOTINGS ARE TO BE INSTALLED WITH TOP OF CONCRETE BASE FLUSH TO CURB/SIDEWALK. K. MINIMUM 8 INCH TAMPED 3/4–INCH MINUS CRUSHED ROCK BACKFILL IS REQUIRED AROUND ALL POLES AND FOOTINGS REGARDLESS OF SOIL CONDITION TO MAINTAIN PROPER POLE ALIGNMENT. L. ALL METAL POLES MUST BE GROUNDED PER NESC 215.C AND NESC SECTION 9, USING A 5/8” X 8’ GALVANIZED ROD, CONNECTED TO THE GROUNDING LUG INSIDE THE POLE USING SOLID #6 CU BSD WIRE (STRANDED WIRE IS NOT ACCEPTABLE). THE GROUND ROD IS TO BE DRIVEN INTO UNDISTURBED SOIL NEAR THE POLE. M. ALL STREETLIGHTS ARE TO BE CONNECTED 240 VOLTS TO THE BLACK AND RED HOT LEGS OF THE CONDUCTOR, UNLESS OTHER VOLTAGE IS APPROVED BY PGE LIGHTING PROJECT MANAGER. THE GREEN WIRE IS TO BE CONNECTED TO GROUND. N. WIRE NUTS ARE NOT ALLOWED BY PGE. THE CONTRACTOR MAY ONLY CONNECT APPROVED WIRE DIRECTLY TO THE TERMINAL BLOCK IN THE LUMINAIRE ITSELF. PGE WILL MAKE ALL OTHER CONNECTIONS USING COMPRESSION CLAMPS. O. PGE WILL MAKE THE FINAL CONNECTION IN THE JUNCTION BOX OR HAND HOLE TO ENERGIZE THE STREETLIGHT. P. SUPPLYING AND INSTALLING STREETLIGHT ON DISTRIBUTION POLES IS THE RESPONSIBILITY OF THE DEVELOPER/CUSTOMER. THE CONTRACTOR MUST BE A QUALIFIED WORKER PER NESC AND OSHA REQUIREMENTS. THE MAST ARM AND STREETLIGHT SHALL HAVE PROPER BONDING EQUIPMENT ATTACHED FOR PGE TO MAKE THE CONNECTIONS TO ENERGIZE THE STREETLIGHT AND BOND THE MAST ARM TO PGE’S SYSTEM. (THIS INCLUDES THE FIXTURE, MAST ARM, STREETLIGHT CONDUCTOR & BONDING MATERIALS) Q. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT OPERATION OF THE STREET LIGHT SYSTEM FOR THE FIRST YEAR AFTER BEING ENERGIZED BY PGE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ANY POLES WHICH GO OUT OF PLUMB WITHIN THIS FIRST YEAR. DURING THIS ACCEPTANCE PERIOD ANY REPAIRS OR POLE STRAIGHTENING PERFORMED ON THE INSTALLED SYSTEM BY PGE WILL BE BILLED TO THE DEVELOPER. ---PAGE BREAK--- PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 111 SW Fifth Ave, Ste 3210 Portland, Oregon 97204 Tel [PHONE REDACTED] SAZAN# 257-22057 NOT FOR CONSTRUCTION 10/2/2023 1:50:03 PM ELECTRICAL LIGHTING SCHEDULE 09.29.23 E2.02 DESIGN REVIEW 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC MT. HOOD AVE/HILLSBORO-SILVERTON HW... MAJOR HIGH TARGET ACHIEVED >=1.2 1.6 <=3.0 1.5 TARGET CALCULATED TARGET CALCULATED ROADWAY CLASSIFICATION PEDESTRIAN CONFLICT AREA PASS/FAIL AVERAGE LIGHT LEVEL [FC] UNIFORMITY [AVG/MIN] PHOTOMETRIC ANALYSIS SUMMARY (ILLUMINANCE METHOD) ST-1 STREET POLE LIGHT WITH TYPE II MEDIUM DISTRIBUTION LED LUMINAIRE 35' POLE 3000K 80 CRI 88 10230 128 UNV MICRO LENS ALUMINUM GRAY LEOTEK - GCM2-40H-MV-WW-2R-GY-700-PCR7-R WG-WL-FDC VERIFY SPECIFIED POLE AND ARM WITH THE CITY OF WOODBURN. INTERIOR LIGHTING FIXTURE TYPE DESCRIPTION MOUNTING CCT / CRI INPUT WATTS LUMEN OUTPUT EFFICACY (LUMENS / WATTS) VOLTAGE LENS / REFLECTOR / BEAM HOUSING TRIM / FLANGE / BAFFLE / FINISH MANUFACTURER / CATALOG # REMARKS / ACCESSORIES/ OPTIONS STREET LIGHTING LUMINAIRE SCHEDULE O3 TYPE IV DISTRIBUTION WALL PACK LED LUMINAIRE 8' MOUNTING ON WALL 3000K 80CRI 51 7145 140 0-10V DIMMING DRIVER UNV ACRYLIC LENS ALUMINUM BY ARCHITECT LITHONIA LIGHTING - WDGE 3 SERIES PROVIDE INTEGRAL BATTERY PACK AND PHOTOCELL O2 TYPE TFTM DISTRIBUTION WALL PACK LED LUMINAIRE 8' MOUNTING ON WALL 3000K 80CRI 32 3015 94 0-10V DIMMING DRIVER UNV ACRYLIC LENS ALUMINUM BY ARCHITECT LITHONIA LIGHTING - WDGE 2 SERIES PROVIDE INTEGRAL BATTERY PACK AND PHOTOCELL O1C DOUBLE HEAD TYPE IV DISTRIBUTION POLE LED LUMINAIRE 14' POLE 3000K 80CRI 109 12930 118 0-10V DIMMING DRIVER UNV ACRYLIC LENS ALUMINUM BY ARCHITECT LITHONIA LIGHTING - RSX1 SERIES PROVIDE 14' POLE. PROVIDE PHOTOCELL. O1B TYPE IV DISTRIBUTION POLE LED LUMINAIRE 10' POLE 3000K 80CRI 109 12930 118 0-10V DIMMING DRIVER UNV ACRYLIC LENS ALUMINUM BY ARCHITECT LITHONIA LIGHTING - RSX1 SERIES PROVIDE 10' POLE. PROVIDE PHOTOCELL. O1A TYPE IV DISTRIBUTION POLE LED LUMINAIRE 14' POLE 3000K 80CRI 109 12930 118 0-10V DIMMING DRIVER UNV ACRYLIC LENS ALUMINUM BY ARCHITECT LITHONIA LIGHTING - RSX1 SERIES PROVIDE 14' POLE. PROVIDE PHOTOCELL. FOR EXISTING TO REMAIN POLES PROVIDE O1A FIXTURE ONLY. SEE PLANS FOR ADDITIONAL INFORMATION. EXTERIOR LIGHTING FIXTURE TYPE DESCRIPTION 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--- CR CR CR J MT. HOOD AVENUE (WIDTH VARIES) 26.25' NULL J 1 1 1 3 OUTLINE OF ILLUMINATED MONUMENT SIGN 4 1 1 LIGHT FIXTURE (TYP.) REFER TO SHEET E0.02 FOR MORE INFORMATION. EXISTING PEDESTRIAL WALKWAY POLE TO REMAIN PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 111 SW Fifth Ave, Ste 3210 Portland, Oregon 97204 Tel [PHONE REDACTED] SAZAN# 257-22057 NOT FOR CONSTRUCTION 10/2/2023 3:57:30 PM ELECTRICAL - SITE PLAN 09.29.23 E0.03 DESIGN REVIEW 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 1" = 20'-0" E0.03 1 ELECTRICAL - SITE PLAN N SHEET NOTES A. CIRCUITING INFORMATION TO BE PROVIDED DURING NEXT DESIGN PHASE. 1. PROVIDE 40A, LEVEL 2, DUAL-PORT, PEDESTAL-MOUNT EV CHARGING STATION. BASIS OF DESIGN: EV CHARGER. BASIS OF DESIGN CHARGE POINT CT4021. 2. INTERCEPT EXISTING CIRCUIT AND EXTEND TO REPLACEMENT LUMINAIRE. 3. PROVIDE PEDESTAL WITH NEMA 14-50R, NEMA 14-50R, NEMA 14-30R, & NEMA 5-20R. 4. EXTEND MONUMENT SIGN CIRCUIT CONDUITS AND CONDUCTORS TO LOCATION SHOWN. FLAG NOTES # ---PAGE BREAK--- 20'-0" 20'-0" 20'-0" 20'-0" MC J PROPOSED 16.0' PUBLIC UTILITY EASEMENT PROPOSED 16.0' PUBLIC UTILITY EASEMENT PROPOSED 16.0' PUBLIC UTILITY EASEMENT FH E E E E E E E E [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PLANTING NARRATIVE PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 -NOT FOR CONSTRUCTION- PRELIMINARY 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 2/8/2023 1:43:19 PM PLANT UNIT REQUIREMENT MAP 07.14.23 L1.1 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 01 PLANT UNIT REQUIREMENT MAP 1" = 20'-0" 0' 10' 20' 40' PLANTING AREA NOT ON PROPERTY PLANTING REQUIREMENTS (SEE LEGEND FOR PROPOSED PLANT QUANTITIES) MINIMUM LANDSCAPE REQUIREMENT AREA TOTAL SITE AREA 170,381 S.F. TOTAL LANDSCAPE AREA PROVIDED 62,943 S.F. (34.5%) PLANT UNIT REQUIREMENTS PLANT UNITS PARKING AND LOADING LANDSCAPING (1 PLANT UNIT PER 20 S.F. OF LANDSCAPED AREA FOR 20% OF PARKING LOT AREA) 78,865 S.F.X 20% = 15,773 / 20 = 789 PU'S 789 P.U. BUFFER LANDSCAPING - 9,471 S.F. (1 PLANT UNIT PER 20 S.F. OF LANDSCAPED AREA) 474 P.U. OTHER YARD LANDSCAPING - 5,456 S.F. (1 PLANT UNIT PER 50 S.F. OF LANDSCAPED AREA) 113 P.U. STREETSIDE SETBACK LANDSCAPING - 5,178 S.F. (1 PLANT UNIT PER 15 S.F. OF LANDSCAPED AREA) 345 P.U. TOTAL PLANT UNITS REQUIRED 1,717 P.U. TOTAL LANDSCAPE AREA PLANT UNITS PROVIDED SIGNIFICANT EXISTING TREES (15 P.U.) - 13 195 P.U. LARGE EXISTING TREES (10 P.U.) - 4 40 P.U. MEDIUM EXISTING TREES (8 P.U.) -15 116 P.U. SMALL EXISTING TREES (4 P.U.) - 14 56 P.U. PROPOSED LARGE TREES (10P.U.) - 9 90 P.U. PROPOSED MEDIUM TREES (8 P.U.) - 38 304 P.U. PROPOSED SMALL TREES (4 P.U.) - 21 84 P.U. EXISTING LARGE SHRUB (4'X4' OR LARGER) (2 P.U.) - 17 34 P.U. LARGE SHRUB (4'X4' OR LARGER) (2 P.U.) - 330 660 P.U. EXISTING SMALL TO MEDIUM SHRUB (4'X4' OR SMALLER) (1 P.U.) - 63 63 P.U. SMALL TO MEDIUM SHRUB (4'X4' OR SMALLER) (1 P.U.) - 564 564 P.U. GROUNDCOVER (1 P.U. PER 50 S.F.) - 13,550 S.F. 271 P.U. LAWN (1 P.U. PER 50 S.F.) - 22,010 S.F. 440 P.U. TOTAL PLANT UNITS 2,917 P.U. NOTES 1. ALL REQUIRED LANDSCAPE AREAS SHALL BE IRRIGATED UNLESS IT IS DOCUMENTED THAT PROPOSED LANDSCAPING DOES NOT REQUIRE IRRIGATION. 2. TREE FOR EVERY 30' SHALL BE PLANTED IN THE RIGHT OF WAY. OR PAY A FEE IN LIEU OF PLANTING. 3. PLANT UNITS ARE REQUIRED FOR 20% OF THE TOTAL OF THE PARKING AND LOADING PAVED AREAS FOR 'CO' ZONED SITES. 4. OFF STREET PARKING AREAS WILL INCLUDE SMALL TREE PER (10) PARKING SPACES, MEDIUM TREE PER (15) PARKING SPACES OR LARGE TREE PER 25 PARKING SPACES. 5. THERE SHALL BE NO MORE THAN 10 CONTIGUOUS PARKING SPACES WITHOUT AN INTERMEDIATE PLANTING ISLAND. PLANTING ISLANDS SHALL BE A MINIMUM OF 6' WIDE AND A MINIMUM OF 84 SQUARE FEET IN SIZE. LEGEND EXISTING TREES TO REMAIN OFF STREET PARKING/BUFFER PLANTINGS - 78,865 S.F. (1PLANT UNIT PER 20 S.F.) FOR 'CO' ZONE 20% OF PARKING LOT AREA IS USED TO CALCULATE TOTAL PLANT UNIT REQUIREMENT. 20' SETBACK AWAY FROM PARKING LOT LANDSCAPING CONSTITUTES THE AREA DESIGNATED FOR OFF STREET PARKING BUFFER PLANTINGS. BUFFER YARDS DO NOT NEED TO BE COUNTED WITHIN THIS ZONE. - 29,835 S.F. RIGHT OF WAY SETBACK PLANTINGS - 5,178 S.F. (1PLANT UNIT PER 15 S.F.) BUFFER PLANTINGS - 9,471 S.F. (1PLANT UNIT PER 20 S.F.) OTHER YARDS PLANTING - 1PU/50 S.F. TOTAL PARKING LOT AREA 78,952 S.F. 20% OF 78,865 = 15,789 S.F. TOWARDS PLANT UNIT REQUIREMENT NO PLANTING REQUIREMENT. ONLY TREE REQUIREMENT EXISTS. A VARIANCIS REQUESTED FOR THE PLANTING OF THE STREET TREES. NO PLANTING REQUIREMENT. ONLY TREE REQUIREMENT EXISTS. A VARIANCIS REQUESTED FOR THE PLANTING OF THE STREET TREES. EXISTING TREES WILL BE RETAINED AS SHOWN AND 65 NEW TREES WILL ADDED THROUGHOUT THE SITE. LAWN HAS BEEN MAXIMIZED AND SPECIFIED WHERE IT MAKES SENSE AND PLANTING BEDS WILL BE PLANTED USING AS MANY SHRUBS AND AS LITTLE GROUNDCOVER AS POSSIBLE. PERIMETER BEDS WILL RECEIVE LARGER SHRUBS THAT FILL THE PLANTING BEDS WITHOUT MANY LAYERS WHILE THE PLANTING BEDS AROUND THE BUILDING WILL BE MORE DENSELY PLANTED. THE HILLSIDE ON MT. HOOD AVE. IS HEAVILY SLOPED AND IT WILL BE PLANTED WITH FAST SPREADING GROUNDCOVER AT A RATE OF 4-6' ON CENTER WHERE PLANTING BEDS ARE SHOWN. CONSTRUCTION DOCUMENTS - 50% SET 9024 N Geneva Ave., Portland OR 97203 email: phone: [PHONE REDACTED] EXHIBIT B ---PAGE BREAK--- IG MR MR MR MR MR MR PM PM PM CY CY CY AH AH VP VP AH MR MA VO MA MA MA CJ CJ AC PM PM MC MC MC MC MC CO VO VO VO ND ND ND ND CY CY ND NGNG NG NG CW CP CP CP CP CP CP CP CP CP CP CP NG NG NG NG NG NG CWCP CP VD CO CO CO CO CO CO CO CO IG IG IG IG IG IG IG CP CP CP CP ND AU AU CJ CY CY CY AU AC AC AU CJ CJ CJ VP CP CP CP CP CP CP VO MA VO VO VO MA CJ CJ AH AH AH AH AH CY CY CY CY MR MR MR MR MC CY AU VP VO VO VO AH AH CY CY CY CP CP CP CP CP CP CJ CJ MR CJ CJ VO VO VO CP CP CP CP CP CP NG NG NG NG NG NG NG NG VO VO VO VO VO AH CP CP CP CP CP CP CP NG NG NG NG NG NG CP MC MC MC MC CY CY AG AG AG AG AG AG CO CO AC VD VD VD VD VD CO VD VD VD VD VD VD CO IG CO CO CO CO CO CO CO CO IG IG IG IG IG IG IG CO CO CO CO VD VD VD VD VD VD CO VD VD VD VD VD VD CO CO CO FJ CO CP CP CP CP NG NG NG NG NG NG MR MR MR CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP VD VD VD VD IG IG IG IG IG IG IG IG IG COCO CO CO CO VD VD VD VD VD AH AH AH AH AH ND ND ND ND CJ CJ ND ND ND PM AU CY CY CY VO VO VO VO VO CY CY VP VO VO AC CP CP CP CP CP CP CP CP CP CP CP CP IG IG IG IG IG IG IG IG IG VD VD VD VD VD VD IG IG IG IG IG IG IG MR CO CO CO CO CO CO COCO GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS MA MA MA AC AC PM PM PM PM PM CW CW NG NG NG NG NG NG NG NG NG CO COCO CO CO CO VD VD VD VD VD VD VD IG IG IG IG GS GS GS GS GS GS GS GS GS GS GS GS CY CY CY CY CY MA MA GS GS GS NG NG NG NG NG NG MA MA MA MA MA MA AH AH AH MA NG NG NG GS GS GS GS GS GS GS GS NG NG NG NG AH GS GS GS GS CJ ND CJ CJ CJ CJ CJ ND ND ND ND ND ND ND ND ND ND ND CJ CJ CJ ND ND ND ND ND ND AH AH AH AH CJ CJ CJ MC MC MC MC MC MC MC MC MC VO CW CW CW VO VO CW CW CW CW CW VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD CY CY CY CY CY AU AU MR CJ CJ CJ CJ CJ CJ CJ CJ CY CY VO VO VO VO VO VO VO VO IG IG IG VO VO VO VO VO VO VO CW CW NG CW NG NG NG DC DCDC DC DC DC DC DC DC DC DC DC DC DC DC DC DC DC DC DC DC DC DC CO CO CO CW CW CO CO NG NG NG NG NG NG NG CJ CJ CJ CJ NG NG NG COCO CO VD VD VD VD DCDC DCDC NG NG NG VD VD NG NG CW CW NG VD VD VD VD VD VD VD VD VD VD NG NG NG NG VD VD VD VD VD VD VD NG NG NG NG NG NG NG NG NG VD VD AG AG AG DC DC DC DC CW CW CW MR MR MA GS DC DC MR GS GS GS GS MA MA MA MA DC DCDC DC DC DCDC DC DC DC DC DCDC DC DC DC DC VD VD VD VD NG NG NG NG NG VD VD VD VD VD VD VD VD VD VD VD NG NG NG NG NG NG NG NG NG NG VD VD VD VD VD VD VD VD NG NG NG NG NG NG NG NG NG NG NG CO CO CO NG NG NG NG NG NG DC DC DC NG NGNG NG NGNG NGNG GS J E E E E E E E E [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E NG NG NG NG CO CO CO CO CO CO CO CO CO CO NG NG NG NG NG NG PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 -NOT FOR CONSTRUCTION- PRELIMINARY 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 2/8/2023 1:43:19 PM PLANTING PLAN 07.14.23 L1.2 CONSTRUCTION DOCUMENTS - 50% SET 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 01 PLANTING PLAN 1" = 20'-0" 0' 10' 20' 40' GROUNDCOVERS BOTANICAL NAME COMMON NAME DECIDUOUS / EVERGREEN SIZE SPACING CONDITION QTY. PU'S 'DOT MULTI-PURPOSE' BY SUNMARK NATIVE ECOTURF E SEED 1 LB. PER 1,000 S.F SEED 1 LB. 438 ARCTOSTAPHYLOS HOOKERI 'WAYSIDE' WAYSIDE MANZANITA E 1 GAL 36" O.C. CONTAINER - - CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY CALIFORNIA LILAC E 1 GAL 36" O.C. CONTAINER 444 99 NASELLA TENUISSIMA MEXICAN FEATHER GRASS E 1 GAL 24" O.C. CONTAINER 659 53 MAHONIA REPENS CREEPING MAHONIA E 1 GAL 30" O.C. CONTAINER 711 82 TRACHELSPERMUM (SM) JASMINOIDES STAR JASMINE E 1 GAL AS SHOWN CONTAINER 251 37 TREE SCHEDULE (L-LARGE) (M-MEDIUM) (S-SMALL) SYMBOL BOTANICAL NAME COMMON NAME DECIDUOUS / EVERGREEN SIZE SPACING CONDITION QTY. P.U.'S EXISTING TREES TO REMAIN CALOCEDRUS DECURRENS INCENSE CEDAR E 12-14' TALL AS SHOWN B&B 9 2 CORNUS FLORIDA FLOWERING DOGWOOD D 2" CAL AS SHOWN B&B 16 9 CORNUS KOUSA 'VENUS' VENUS DOGWOOD D 2" CAL AS SHOWN B&B 11 12 PINUS FLEXILIS 'VANDERWOLF' VENUS DOGWOOD E 12-14' TALL AS SHOWN B&B 11 3 PYRUS CALLERYANA CALLERY PEAR D 2" CAL AS SHOWN B&B 2 12 PISTACIA CHINENSIS CHINESE PISTACHE D 2" CAL AS SHOWN0 B&B 10 12 PRUNUS YEODENSIS YOSHINO CHERRY D 2" CAL AS SHOWN0 B&B 10 12 PSEUDOTSUGA MENZIESSII DOUGLAS FIR E 12-14' TALL AS SHOWN0 B&B 10 3 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE D 2" CAL AS SHOWN B&B 9 - QUERCUS GARRYANA OREGON WHITE OAK D 2" CAL AS SHOWN B&B 28 3 SHRUB SCHEDULE (L - LARGE: OVER 4'X4' IS SIZE) (SM - SMALL TO MEDIUM) SYMBOL BOTANICAL NAME COMMON NAME DECIDUOUS / EVERGREEN SIZE SPACING CONDITION QTY. PU'S AC ACER CIRCINATUM VINE MAPLE E 6-8' TALL AS SHOWN CONTAINER 7 14 AG ABELIA X GRANDIFLORA 'EDWARD GOUCHER' (SM) ABELIA E 5 GAL AS SHOWN CONTAINER 10 10 AU ARBUTUS UNEDO STRAWBERRY TREE E 15 GAL AS SHOWN CONTAINER 9 18 AH ARCTOSTAPHYLOS 'HOWARD MCMINN' MANZANITA E 5 GAL AS SHOWN CONTAINER 24 52 CW CAMELLIA SASANQUA 'WINTERS SNOWMAN' WINTERS SNOWMAN CAMELLIA E 5 GAL AS SHOWN CONTAINER 22 44 CY CAMELLIA SASANQUA 'YULETIDE' YULETIDE CAMELLIA E 5 GAL AS SHOWN CONTAINER 35 70 CJ CEANOTHUS 'JULIA PHELPS' BLUE BLOSSOM E 5 GAL AS SHOWN CONTAINER 38 76 CO CISTUS OBTUSIFOLIUS (SM) ROCKROSE E 3 GAL AS SHOWN CONTAINER 70 70 CP CISTUS PURPUREUS ROCKROSE E 3 GAL AS SHOWN CONTAINER 83 166 CK CORNUS STOLONIFERA 'KELSEYI' (SM) REDTWIG DOGWOOD D 5 GAL AS SHOWN CONTAINER - - CT CHOISYA TERNATA MEXICAN ORANGE E 5 GAL AS SHOWN CONTAINER - - DC DAPHNE X 'CAROL MACKIE' (SM) CAROL MACKIE DAPHNE E 3 GAL AS SHOWN CONTAINER 53 53 DO DAPHNE ODORA 'PERFUME PRINCESS' (SM) ZUIKO NISHIKI DAPHNE E 3 GAL AS SHOWN CONTAINER - - GS GAULTHERIA SHALLON (SM) SALAL E 5 GAL AS SHOWN CONTAINER 49 49 IG ILEX GLABRA 'SHAMROCK' (SM) INKBERRY E 5 GAL AS SHOWN CONTAINER 48 48 MR MAGNOLIA STELLATA 'ROYAL STAR' ROYAL STAR MAGNOLIA E 15 GAL AS SHOWN CONTAINER 20 40 MA MAHONIA AQUIFOLIUM 'COMPACTA' (SM) COMPACT OREGON GRAPE E 3 GAL AS SHOWN CONTAINER 23 23 MC MYRICA CALIFORNICA PACIFIC WAX E 5 GAL AS SHOWN CONTAINER 18 36 ND NANDINA DOMESTICA 'MOYERS RED' MOYERS RED HEAVENLY BAMBOO E 5 GAL AS SHOWN CONTAINER 31 62 NG NANDINA DOMESTICA 'GULF STREAM' (SM) GULF STREAM HEAVENLY BAMBOO E 3 GAL AS SHOWN CONTAINER 152 152 PM PINUS MUGO MUGO PINE E 5 GAL AS SHOWN CONTAINER 11 22 PF POTENTILLA FRUTICOSA 'HAPPY FACE' (SM) SHRUBBY CINQUEFOIL D 3 GAL AS SHOWN CONTAINER - - SC SARCOCOCCA CONFUSA (SM) SWEETBOX E 5 GAL AS SHOWN CONTAINER - - VD VIBURNUM DAVIDII (SM) DAVIDS VIBURNUM E 5 GAL AS SHOWN CONTAINER 111 111 VP VIBURNUM PLICATUM TOMENTOSUM 'MARESII' DOUBLEFIRE VIBURNUM E 5 GAL AS SHOWN CONTAINER 12 24 VO VACCINIUM OVATUM EVERGREEN HUCKLEBERRY E 5 GAL AS SHOWN CONTAINER 44 88 PLANTING NOTES SOIL PREPARATION NOTES 1. FOR SOIL PREPARATION INSTALLATION METHOD AND MATERIALS SEE SPECIFICATION SECTION 32 91 13. 2. SEE SOIL PREPARATION DETAILS FOR METHOD OF SOIL PREPARATION. 3. IN AREAS OF FILL, 6" OF SANDY LOAM TOPSOIL WILL BE INSTALLED ON TOP OF EXISTING SOILS. EXISTING SOILS TO BE SCARIFIED TO A 4" DEPTH BEFORE INSTALLING. 4. IN AREAS WHERE CUT IS REQUIRED, BLEND 4" OF COMPOST INTO EXISTING SOILS AND TILL INTO EXISTING SOILS. 5. SOILS BELOW TREES SHALL BE AMENDED TO ALLOW FOR OPTIMAL HEALTH. NO LESS THAN 3'-6" OF SOIL SHALL BE PROVIDED. 6. PROVIDE 3" OF DARK HEMLOCK MULCH IN ALL PLANTING BEDS. ALTERNATE IS TO INSTALL 3" OF 1-2" LOCAL RIVER ROCK. 7. ADD MICRORIZZHAL FUNGI TO ADDED SOIL AMENDMENTS WHEN PREPARING SOILS. 1. PLANTING PLAN AND PLANT MATERIALS COMPLY WITH CHAPTER 3.06 - LANDSCAPING OF THE CITY OF WOODBURN CODE. 2. REMOVE ALL SHRUBS THAT ARE NOT MARKED WITH A PLANT SYMBOL WITH THE INITIAL 3. SEE CIVIL DRAWINGS FOR EXTENT OF SITE GRADING, UTILITIES, STORMWATER FACILITY DESIGN. 4. SEE TREE PROTECTION/REMOVAL PLAN FOR TREES TO BE PROTECTED. 5. SEE L2.2 FOR A MORE DETAILED ANALYSIS OF PLANT UNITS REQUIRED BY THE CITY OF WOODBURN AS WELL AS PLANT UNITS PROVIDED. 6. ALL REQUIRED LANDSCAPE AREAS SHALL BE IRRIGATED UNLESS IT IS DOCUMENTED THAT PROPOSED LANDSCAPING DOES NOT REQUIRE IRRIGATION. 7. TREE FOR EVERY 30' SHALL BE PLANTED IN THE RIGHT OF WAY. OR PAY A FEE IN LIEU OF PLANTING. 8. OFF STREET PARKING AREAS WILL INCLUDE SMALL TREE PER (10) PARKING SPACES, MEDIUM TREE PER (15) PARKING SPACES OR LARGE TREE PER 25 PARKING SPACES. 9. THERE SHALL BE NO MORE THAN 10 CONTIGUOUS PARKING SPACES WITHOUT AN INTERMEDIATE PLANTING ISLAND. PLANTING ISLANDS SHALL BE A MINIMUM OF 6' WIDE AND A MINIMUM OF 84 SQUARE FEET IN SIZE. 10. ALL TREES TO BE A MINIMUM OF 2" CALIPER OR 10' TALL MINIMUM. 11. SMAL AND MEDIUM SHRUBS SHALL BE A MINIMUM OF GALLON SIZE. LARGE SHRUBS SHALL BE A MINIMUM OF GALLON IN SIZE. 12. PLANT SUBSTITUTES WILL BE APPROVED BY LANDSCAPE ARCHITECT. SUBMIT REQUESTS TO LANDSCAPE ARCHITECT BEFORE INSTALLATION. 13. TREE AND PLANT HEALTH SHALL BE OPTIMAL ACCORDING TO NURSERYMAN STANDARDS. LANDSCAPE ARCHITECT TO APPROVE HEALTH OF TREES AND PLANTS PRIOR TO INSTALLATION. 9024 N Geneva Ave., Portland OR 97203 email: phone: [PHONE REDACTED] EXHIBIT B ---PAGE BREAK--- PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 -NOT FOR CONSTRUCTION- PRELIMINARY 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 TREE PROTECTION LEGEND AND NOTES 07.14.23 L2.1 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC TREE PROTECTION/REMOVAL SCHEDULE TREE # DBH CROWN RADIUS LATIN NAME COMMON NAME PROTECT REMOVE EXEMPT REMOVAL PU VALUE RETAINED CONDITION IN HEALTH CONDITION IN STRUCTURE NOTES T01 11 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X X GOOD GOOD SHRUB T02 9 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X X GOOD GOOD SHRUB T03 9 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X X GOOD GOOD SHRUB T04 28 25 QUERCUS GARRYANA OREGON WHITE OAK X X POOR POOR FUNGAL DISORDER AND DECAY IN LOWER TRUNK. DISCOLORED AND MISSING BARK. PROPOSED REMOVAL DUE TO SAFETY ISSUES. T05 29 20 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X FAIR FAIR T06 34 18 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X FAIR FAIR T06.1 8 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X X GOOD GOOD SHRUB T07 18 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X X GOOD GOOD SHRUB T08 9 8 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 10 GOOD GOOD SHRUB T09 11 18 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 10 POOR FAIR CHLOROTIC THIN TOP T10 22 18 QUERCUS GARRYANA OREGON WHITE OAK X FAIR POOR MAJOR ASSYMETRY. OVERWATERED BY LAWN IRRIGATION TO THE SOUTH T11 21 18 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X POOR POOR CHLOROTIC THIN CANOPY. OVERWATERED BY LAWN IRRIGATION TO THE SOUTH T12 4 3 CHAMAECYPARIS OBTUSA HINOKI CYPRESS X 4 GOOD GOOD T13 7 3 CHAMAECYPARIS OBTUSA HINOKI CYPRESS X 4 GOOD GOOD T14 8 3 CHAMAECYPARIS OBTUSA HINOKI CYPRESS X 4 GOOD GOOD T15 21 11 PRUNUS AVIUM SWEET CHERRY X POOR FAILING CAVITIES IN TRUNK T16 3 3 THUJA OCCIDENTALIS AMERICAN ARBIVATAE X 10 GOOD GOOD T17 8 12 GLEDITSIA TRIACANTHOS HONEY LOCUST X 4 GOOD GOOD T18 15 11 PRUNUS SEROTINA BLACK CHERRY X 8 FAIR POOR CAVITIES IN TRUNK T19 10 11 PRUNUS SEROTINA BLACK CHERRY X 8 FAIR POOR T20 10 11 MALUS SYLVESTRIS CRABAPPLE X 4 FAIR POOR LARGE SUNSCALLED AREA T21 10 11 MALUS SYLVESTRIS CRABAPPLE X 4 FAIR POOR T22 26 25 QUERCUS GARRYANA OREGON WHITE OAK X FAIR FAIR BARK DAMAGE FROM PREVIOUS IRRIGATION SYSTEM T23 50 25 QUERCUS GARRYANA OREGON WHITE OAK X FAIR FAIR LOOSE BARK. SOME DECAY AT BASE. CODOMINANT STEMS INCLUDED. T24 6 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X X 2 FAIR FAIR T25 12 PRUNUS SEROTINA BLACK CHERRY X DEAD DYING T26 6 CORNUS SPP. DOGWOOD SPECIES X 4 GOOD FAIR T27 11 10 GLEDITSIA TRIACANTHOS HONEY LOCUST X 4 GOOD GOOD T28 20 10 PRUNUS AVIUM SWEET CHERRY X POOR POOR LARGE CAVITY IN LOWER TRUNK T29 10 10 PRUNUS AVIUM SWEET CHERRY X POOR POOR LARGE CAVITY IN LOWER TRUNK T30 30 10 PRUNUS AVIUM SWEET CHERRY X POOR POOR NUISANCE TREE T31 37 20 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X FAIR FAIR LARGE CAVITY IN LOWER TRUNK T32 18 10 PRUNUS AVIUM SWEET CHERRY X X FAIR FAIR NUISANCE TREE T33 10 10 PRUNUS AVIUM SWEET CHERRY X X FAIR FAIR NUISANCE TREE T34 10 6 THUJA OCCIDENTALIS AMERICAN ARBIVATAE X X FAIR FAIR T34.1 10 6 THUJA OCCIDENTALIS AMERICAN ARBIVATAE X FAIR FAIR T35 24 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X X DYING FAILING T36 30 25 QUERCUS GARRYANA OREGON WHITE OAK X FAIR POOR T37 2.5 3 NYSSA SYLVATICA BLACK TUPELO X X GOOD GOOD T38 4 3 NYSSA SYLVATICA BLACK TUPELO X X GOOD GOOD T39 4 3 NYSSA SYLVATICA BLACK TUPELO X X GOOD GOOD T40 37 5 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR T41 41 5 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR LEANING TRUNK NORTH T42 14 10 PRUNUS AVIUM SWEET CHERRY X X FAIR FAIR NUISANCE / TOPPED T43 14 10 PRUNUS AVIUM SWEET CHERRY X X FAIR FAIR NUISANCE / TOPPED T44 18 10 PRUNUS AVIUM SWEET CHERRY X X FAIR FAIR NUISANCE / TOPPED T45 18 10 PRUNUS AVIUM SWEET CHERRY X X FAIR FAIR NUISANCE / TOPPED T46 25 15 CORNUS NUTTALII PACIFIC DOGWOOD X 15 FAIR FAIR CAVITY IN LOWER TRUNK T47 35 25 QUERCUS GARRYANA OREGON WHITE OAK X 15 FAIR FAIR LARGE DEADWOOD. PRUNE TO REMOVE. T48 33 25 QUERCUS GARRYANA OREGON WHITE OAK X X FAIR FAIR CAVITY ROOT FLARE T49 10 5 ACER PALMATUM JAPANESE MAPLE X X GOOD GOOD T50 16 5 ACER PALMATUM JAPANESE MAPLE X X GOOD GOOD T51 4 3 CORNUS SPP. DOGWOOD X 4 GOOD GOOD T52 6 5 MAGNOLIA SPP. TBD X X GOOD GOOD T53 8 5 ACER PALMATUM JAPANESE MAPLE X X GOOD GOOD T54 12 5 ACER PALMATUM JAPANESE MAPLE X X GOOD GOOD T55 28 25 QUERCUS GARRYANA OREGON WHITE OAK X POOR FAIR LARGE CANOPY DAMAGE FROM ICE STORM T55.1 28 25 QUERCUS GARRYANA OREGON WHITE OAK X POOR FAIR T56 16 15 QUERCUS GARRYANA OREGON WHITE OAK X X FAIR FAIR LARGE CANOPY DAMAGE FROM ICE STORM T57 48 25 QUERCUS GARRYANA OREGON WHITE OAK X 15 FAIR FAIR ICE DAMAGE T58 27 25 FRAXINUS LATIFOLIA OREGON ASH X FAIR FAIR T59 33 25 QUERCUS GARRYANA OREGON WHITE OAK X 15 FAIR FAIR T60 30 28 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR T60.1 28 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR T61 30 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR T62 28 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR T63 47 25 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR FAIR SOME SURFACE ROOT DAMAGE AND RECENT IMPACTS DUE TO CONSTRUCTION T64 13 10 CORYLUS AVELANA FILBERT X FAIR FAIR T65 21 10 CORYLUS AVELANA FILBERT X FAIR FAIR T66 50 20 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X FAIR FAIR LARGE SHALLOW BUTTRESS ROOTS. OVER PRUNED. T67 11 11 ACER PALMATUM JAPANESE MAPLE X X GOOD POOR T68 8 10 PRUNUS SEROTINA BLACK CHERRY X 8 GOOD FAIR T69 5 6 PRUNUS SEROTINA BLACK CHERRY X 8 GOOD FAIR T70 6 6 PRUNUS SEROTINA BLACK CHERRY X 8 GOOD FAIR T71 5 6 ACER PALMATUM JAPANESE MAPLE X 4 GOOD FAIR T72 42 35 QUERCUS GARRYANA OREGON WHITE OAK X 15 FAIR POOR LARGE PRUNING CUTS. HALF THE CANOPY MISSING. T73 11 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X 2 FAIR FAIR T74 6 8 ACER PALMATUM JAPANESE MAPLE X 4 FAIR FAIR T75 11 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X 2 FAIR FAIR T76 11 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X 2 FAIR FAIR T77 26 15 PINUS SYLVESTRIS SILVESTER PINE X 10 FAIR POOR TRUNK DAMAGE ON LEFT SIDE OF TREE. CODOMINANT TREE. T78 11 PHOTINIA SERRATIFOLIA CHINESE PHOTINIA X 2 FAIR FAIR T79 12 8 ZELKOVA SERRATA ZELKOVA X 4 FAIR POOR TOPPED. T80 47 20 PSEUDOTSUGA MENZIESSII DOUGLAS FIR X 15 FAIR POOR BRANCH TIP DIE BACK. NOTES 1. SEE ACCOMPANYING ARBORIST REPORT FOR MORE INFORMATION. 2. REMOVED TREES 24" CALIPER OR GREATER ARE CONISDERED SIGNIFICANT TREES. IF REMOVED, IT SHALL BE REPLACED AT A ONE TO ONE RATIO WITH A SPECIES THAT IS EQUIVALENT IS SIZE WHEN MATURE. REPLACEMENT TREES TO BE 2" CALIPER OR GREATER AT THE TIME OF PLANTING. 3. A TYPE 1 TREE REMOVAL PERMIT SHALL BE OBTAINED BY THE CLIENT FOR THE REMOVAL OF SIGNIFICANT TREES ON THE SITE. SIGNIFICAN TREES ARE ALL TREES THAT ARE 24" CALIPER OR MORE AT 4.5' DBH. 4. A CURRENTLY QUALIFIED ISA CERTIFIED ARBORIST (PROJECT ARBORIST) WILL BE ON-SITE AT ALL TIMES DURING ANY PAVING INSTALLATION, SURFACE DISTURBANCE OR EXCAVATION WORK WITHIN 25-FT OF PRESERVED TREES. 5. A PRE-CONSTRUCTION MEETING WILL TAKE PLACE BETWEEN THE CONTRACTORS AND THE PROJECT ARBORIST TO DISCUSS TREE PROTECTION PLANNING FOR THE TWO PRESERVED TREES. 6. THE PLACEMENT OF ALL TREE PROTECTION FENCING, AS DETAILED ON THE CONSTRUCTION PLANS, MUST OCCUR BEFORE ANY CONSTRUCTION, EXCAVATION OR STORAGE OF MATERIALS OR EQUIPMENT TAKES PLACE AT THE SITE. THE PROJECT ARBORIST MUST APPROVE THE LOCATION OF THE FENCING BEFORE SITE WORK COMMENCES. 7. TREE PROTECTION FENCING WILL CONSIST OF SECURELY JOINED SECTIONS OF 4-FT TALL TEMPORARY FENCING SECURED FIRMLY INTO THE GROUND BY METAL POSTS OR REBAR. 8. NO CONSTRUCTION ACTIVITY, INCLUDING VEHICLE ACCESS, OR ANY STORAGE OF SPOIL, MATERIALS OR EQUIPMENT WILL OCCUR WITHIN THE AREA PROTECTED BY THE TREE PROTECTION FENCE UNLESS APPROVED BY THE PROJECT ARBORIST. 9. THE PROTECTION FENCE LOCATIONS AS DETAILED IN THE CONSTRUCTION PLANS WILL NOT BE ALTERED OR BREACHED AT ANY TIME WITHOUT THE EXPLICIT APPROVAL OF THE PROJECT ARBORIST. 10. ALL SEVERED OR BADLY DAMAGED ROOTS OF ANY PRESERVED TREE MUST BE CUT CLEANLY USING HAND-HELD TOOLS (E.G. HAND SAW, RECIPROCATING SAW, CIRCULAR SAW, ANGLE GRINDER OR BY OTHER MEANS APPROVED BY THE PROJECT ARBORIST). 11. THE CRZ, AS DETERMINED BY ARBORIST, MATCHES THE DIAMETER AT BREAST HEIGHT OF EACH TREE LISTED. 12. ANY REQUIRED PRUNING OF THE PRESERVED TREES MUST BE COMPLETED BEFORE INSTALLATION OF THE TREE PROTECTION FENCING AND BEFORE ANY CONSTRUCTION WORK COMMENCES. ALL TREE PRUNING WORK MUST BE COMPLETED BY AN ISA CERTIFIED ARBORIST. NTS 01 TREE PROTECTION FENCING DETAIL DETAIL CONSTRUCTION DOCUMENTS - 50% SET 9024 N Geneva Ave., Portland OR 97203 email: phone: [PHONE REDACTED] EXHIBIT B ---PAGE BREAK--- J E E E E E E E E [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD] E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROJECT NO.: ISSUE DATE: REVISIONS: CLARK KJOS ARCHITECTS, LLC COPYRIGHT 2016 -NOT FOR CONSTRUCTION- PRELIMINARY 333 NW 5th Ave. Phone: 503/224-4848 Portland, OR 97209 Fax: 503/224-7116 TREE PROTECTION AND REMOVAL PLAN 07.14.23 L2.2 21057 Salud Medical Center 1175 Mt Hood Ave, Woodburn, OR 97071 YAKIMA VALLEY FARM WORKERS CLINIC 01 TREE PROTECTION + REMOVAL PLAN 1" = 20'-0" 0' 40' 20' 10' LEGEND TREE PROTECTION NOTES EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED ON SITE TREE PROTECTION FENCING - 4' TALL ORANGE TEMPORARY FENCING PROPERTY LINE T01 T02 T03 T04 T07 T06 T05 T10 T09 T08 T14 T13 T12 T15 T17 T16 T20 T19 T18 T21 T24 T23 T22 T25 T27 T26 T30 T29 T28 T31 T32 T33 T34 T42 T41 T40 T43 T44 T45 T46 T47 T35 T36 T37 T38 T39 T52 T53 T54 T48 T49 T50 T57 T56 T55.1 T59 T58 T60 T61 T62 T63 T64 T65 T66 T67 T68 T69 T70 T71 T51 T72 T73 T74 T75 T76 T77 T78 T79 T80 T11 T34.1 T06.1 T55 T60.1 TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP. 1. SEE ACCOMPANYING ARBORIST REPORT FOR MORE INFORMATION. 2. REMOVED TREES 24" CALIPER OR GREATER ARE CONISDERED SIGNIFICANT TREES. IF REMOVED, IT SHALL BE REPLACED AT A ONE TO ONE RATIO WITH A SPECIES THAT IS EQUIVALENT IS SIZE WHEN MATURE. REPLACEMENT TREES TO BE 2" CALIPER OR GREATER AT THE TIME OF PLANTING. 3. A TYPE 1 TREE REMOVAL PERMIT SHALL BE OBTAINED BY THE CLIENT FOR THE REMOVAL OF SIGNIFICANT TREES ON THE SITE. SIGNIFICAN TREES ARE ALL TREES THAT ARE 24" CALIPER OR MORE AT 4.5' DBH. 4. A CURRENTLY QUALIFIED ISA CERTIFIED ARBORIST (PROJECT ARBORIST) WILL BE ON-SITE AT ALL TIMES DURING ANY PAVING INSTALLATION, SURFACE DISTURBANCE OR EXCAVATION WORK WITHIN 25-FT OF PRESERVED TREES. 5. A PRE-CONSTRUCTION MEETING WILL TAKE PLACE BETWEEN THE CONTRACTORS AND THE PROJECT ARBORIST TO DISCUSS TREE PROTECTION PLANNING FOR THE TWO PRESERVED TREES. 6. THE PLACEMENT OF ALL TREE PROTECTION FENCING, AS DETAILED ON THE CONSTRUCTION PLANS, MUST OCCUR BEFORE ANY CONSTRUCTION, EXCAVATION OR STORAGE OF MATERIALS OR EQUIPMENT TAKES PLACE AT THE SITE. THE PROJECT ARBORIST MUST APPROVE THE LOCATION OF THE FENCING BEFORE SITE WORK COMMENCES. 7. TREE PROTECTION FENCING WILL CONSIST OF SECURELY JOINED SECTIONS OF 4-FT TALL TEMPORARY FENCING SECURED FIRMLY INTO THE GROUND BY METAL POSTS OR REBAR. 8. NO CONSTRUCTION ACTIVITY, INCLUDING VEHICLE ACCESS, OR ANY STORAGE OF SPOIL, MATERIALS OR EQUIPMENT WILL OCCUR WITHIN THE AREA PROTECTED BY THE TREE PROTECTION FENCE UNLESS APPROVED BY THE PROJECT ARBORIST. 9. THE PROTECTION FENCE LOCATIONS AS DETAILED IN THE CONSTRUCTION PLANS WILL NOT BE ALTERED OR BREACHED AT ANY TIME WITHOUT THE EXPLICIT APPROVAL OF THE PROJECT ARBORIST. 10. ALL SEVERED OR BADLY DAMAGED ROOTS OF ANY PRESERVED TREE MUST BE CUT CLEANLY USING HAND-HELD TOOLS (E.G. HAND SAW, RECIPROCATING SAW, CIRCULAR SAW, ANGLE GRINDER OR BY OTHER MEANS APPROVED BY THE PROJECT ARBORIST). 11. THE CRZ, AS DETERMINED BY ARBORIST, MATCHES THE DIAMETER AT BREAST HEIGHT OF EACH TREE LISTED. 12. ANY REQUIRED PRUNING OF THE PRESERVED TREES MUST BE COMPLETED BEFORE INSTALLATION OF THE TREE PROTECTION FENCING AND BEFORE ANY CONSTRUCTION WORK COMMENCES. ALL TREE PRUNING WORK MUST BE COMPLETED BY AN ISA CERTIFIED ARBORIST. TREE PROTECTION FENCING, TYP. PRUNE ALL DEADWOOD FROM CANOPY EXISTING PARKING LOT OUTLINE CONSTRUCTION DOCUMENTS - 50% SET 9024 N Geneva Ave., Portland OR 97203 email: phone: [PHONE REDACTED] EXHIBIT B