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HomeMy WebLinkAboutApplication Applicant 4/2/2024Revised 1/7/14 KL 1 of 11 City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review Application Type (Applicant: check one) Site Plan Review Pre-Submittal: Major Site Plan Modification Pre-Submittal: Site Plan Review Submittal: Major Site Plan Modification Submittal: Required Project Information (Applicant: complete this section) Applicant Name: Phone: Company: Email: Address: Applicant’s Rep.: Phone: Company: Email: Address: Property Owner: Phone: Company: Email: Address: ASSESSOR'S MAP NO: TAX LOT NO(S): Property Address: Size of Property: Acres Square Feet Proposed No. of Dwelling Units per acre: Proposed Name of Project: Description of Proposal: If you are filling in this form by hand, please attach your proposal description to this application. Existing Use: New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf Signatures: Please sign and print your name and date in the appropriate box on the next page. Required Project Information (City Intake Staff: complete this section) Associated Applications: Signs: Pre-Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Postage Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 KL 3 of 11 Site Plan Review Application Process 1. Applicant Submits a Site Plan Review Application for Pre-Submittal  The application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet.  A pre-submittal meeting to discuss completeness is mandatory, and pre-submittal meetings are conducted every Tuesday and Friday, from 10:00 am - noon.  Planning Division staff strives to conduct pre-submittal meetings within five to seven working days of receiving an application. 2. Applicant and the City Conduct the Pre-Submittal Meeting  The applicant, owner, and design team are strongly encouraged to attend the pre- submittal meeting.  The meeting is held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall’s office, and the Planning Division and is scheduled for 30 to 60 minutes.  The Planner provides the applicant with a Pre-Submittal Checklist specifying the items required to make the application complete if it is not already complete, and the applicant has 180 days submit a complete application to the City. 3. Applicant Submits a Complete Application, City Staff Review the Application and Issue a Decision  A complete application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet.  A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application.  Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property.  There is a 14-day public comment period, starting on the date notice is mailed.  Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice.  Applications may be approved, approved with conditions, or denied.  At the applicant’s request, the Planner can provide a copy of the draft land use decision prior to issuing the final land use decision.  The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed.  The decision issued is the final decision of the City but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. Revised 1/7/14 KL 4 of 11 Site Plan Review Submittal Requirements Checklist NOTE:  ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.  If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. Application Fee – refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. Site Plan Review Application Form Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. Density – if applicable, list the size of property (acres), maximum allowable density and the density proposed. Copy of the Deed Copy of the Site Plan Reduced to 8½”x 11”, which will be mailed as part of the required neighboring property notification packet. State or Federal Permits Required – The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request. Completed Attached Scoping Sheet Four (4) Copies of the Following Plan Sets for Pre-Submittal OR Four (4) Copies of the Following Plan Sets for Submittal: All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. All plan sets must be folded to 8½” by 11” and bound by rubber bands. Please Note:  These plans must provide enough information to enable the City to determine that the proposed development is feasible, but are not necessarily required to be detailed construction level documents.  The City’s Engineering Design Standards Manual, while not land use criteria, may be used in whole or n part, by the City Engineer to determine the feasibility of a proposed plan.  Nothing herein should be interpreted as implying any requirement in contradiction of Oregon Statute or Oregon Administrative Regulation. Revised 1/7/14 KL 5 of 11 a. Site Assessment of Existing Conditions Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor Vicinity Map The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development & Public Works Department The 100-year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development & Public Works Department Physical features including, but not limited to trees 5” in diameter or greater when measured 4 ½ feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings b. Site Plan Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings; measured setbacks shall be prepared by an Oregon licensed Surveyor when minimum setbacks are shown. Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs Location, dimensions, and number of typical, compact and ADA parking spaces; including aisles, wheel bumpers, directional signs, and striping. ADA routes from public rights-of-way whall be designated including at grade connections Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces Observance of solar access requirements as specified in the applicable zoning district On-site loading areas and vehicular and pedestrian circulation Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cuts proposed to be closed Location, type, and number of bicycle parking spaces Note location of existing and planned Lane Transit District facilities (within ½ mile) Revised 1/7/14 KL 6 of 11 Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses Phased Development Plan – where applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a defined sequence addressing street connectivity between the various phases and accommodating the logical extension of other required public improvements, including but to limited to, sanitary sewer, stormwater management, water and electricity. The applicant must clearly indicate which phases are proposed for approval under the current Site Plan application and which are deferred to future review procedures. c. Existing Improvement and Public Utilities Plan Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor Location and width of all existing easements Location, widths (of paving and right-of-way), and names of all existing streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including jurisdictional status other than City. Indicate connection points for roof drainage. Location and type of existing street lighting Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails Location and size of existing utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. Detail must be proportionate to the complexity of the proposed project. Show existing and proposed spot elevations or contours, and direction of drainage patterns. d. Proposed Grading, Paving, & Utilities Plan Prepared by an Oregon licensed Civil Engineer, except where noted below The approximate size and location of storm water management systems components Location, widths (of paving and right-of-way), and names of proposed streets, alleys, dedications or other rights-of-ways within or adjacent to the proposed development Location and width of all proposed easements Location and type of proposed street lighting Information on existing slopes over 5% shall be prepared by an Oregon licensed surveyor and be drawn with one foot contour interval lines; land with a slope over 10 percent shall be shown with 5 foot contour interval lines Revised 1/7/14 KL 7 of 11 e. Landscape Plan Prepared by an Architect, Landscape Architect, or other Landscape Professional approved by the Director Location and dimensions of landscaping and open space areas to include calculation of landscape coverage Where applicable, screening in accordance with SDC 4.4-110 Location of existing and proposed street trees f. Architectural Plans Where abutting residentially zoned properties, exterior elevations of all proposed structures over 140 square feet for the development site, including height, shall be shown g. On-Site Lighting Plan Location, orientation, and maximum height of exterior light fixtures, both free standing and attached Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area Additional Materials That May be Deferred at the discretion of the applicant until Final Site Plan or Building Permit Submittal: List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size and spacing Where plants are proposed as part of the stormwater management system, a planting plan shall be provided. Irrigation Plan showing of irrigation lines, required backflow preventers and above ground utilities. Photometric test report for each light source. An applicant may submit conceptual floor plans in order to have staff address Resolution of potential nuisance conflicts Additional Materials That May be Required by the Director: IT IS THE APPLICANT’S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. Revised 1/7/14 KL 8 of 11 Where a multi-family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW A Geotechnical Report prepared by an engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table, or if required by the City Engineer Where the development area is within an overlay district, address the additional standards of the overlay district on plans and narratives Where physical aspects of a proposed development, including but not limited to scale, odor noise, glare or vibration, will impact less intensive surrounding uses, the Director may request submittal of conceptual floor plans or other information necessary to determine compliance with applicable standards. If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 An Annexation shall be submitted prior to submission of application, as specified In SDC 5.7-100, where a development is proposed outside of the city limits but within the City’s urban service area and can be served by sanitary sewer December 6, 2013 REQUIRED STORMWATER SCOPING SHEET USE POLICY: In October 2003, Springfield Public Works released a trial “stormwater scoping sheet,” provided to help engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became apparent that users of the scoping sheet submitted much more complete applications than non-users. An added bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice of decisions. As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process. Current city policy is that the use of stormwater scoping sheets is required for all applications which require development review. All applications submitted to the City shall provide a copy of a completed stormwater scoping sheet with the application packet. Attached with this letter is the latest version of the scoping sheet, which reflects changes requested by the development community. PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A COMPLETED STORMWATER SCOPING SHEET, STORMWATER STUDY AND PLANS IN CONFORMANCE WITH THE SCOPE REQUIREMENTS DIRECTIONS FOR USING STORMWATER SCOPING SHEETS ARE AS FOLLOWS: 1.) Obtain scoping sheet from application packet, city website, or other location. 2.) Fill out project information (top half of front sheet) prior to commencement of work on stormwater study. (Note: Do not sign scoping sheet until it is received from the City with requirements checked.) 3.) Mail, fax, or email all pages to: City of Springfield, Development and Public Works Dept., Attn: Clayton McEachern. 4.) Receive completed scoping sheet (filled out by the City) indicating minimum requirements for a complete stormwater study. 5.) Include four (4) copies of complete scoping sheet (signed by engineer at the bottom of page 2), stormwater study and plans that comply with the minimum required scope with submittal of application packet. The scoping sheet shall be included as an attachment, inside the front cover of the stormwater study. Stormwater scoping sheets can be found with all application packets (City website and the DPW front counter) as well as on the Engineering and Construction Resources webpage located at: http://www.springfield- or.gov/DPW/EngineeringandConstructionResources.htm under the Public Improvement Permit Projects Forms section. Thank you in advance for working with the City of Springfield with this new process. Sincerely, Clayton McEachern, PE City of Springfield, Development and Public Works Email: cmceachern@springfield-or.gov Phone: (541) 736 – 1036 Fax: (541) 736 – 1021 CITY OF SPRINGFIELD, OREGON DEVELOPMENT AND PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.736.1021 www.springfield-or.gov Return to Clayton McEachern @ City of Springfield, email: cmceachern@springfield-or,gov, FAX: (541) 736-1021 CITY OF SPRINGFIELD, OREGON DEVELOPMENT AND PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.springfield-or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK Project Name: Rosboro Springfield Plant Improvements Applicant: Matt Keenan, KPFF Assessors Parcel #: Map: 17033600 Lots: 100, 300, 401 Date: 02/26/2024 Land Use(s): Industrial Plant Improvements Phone #: 541-735-9251 Project Size (Acres): 12.24 acres 55 Fax #: Approx. Impervious Area: 12.24 acres Email: Matt.keenan@kpff.com Project Description (Include a copy of Assessor’s map): Project will include the revision of campus operations through the removal of an existing building and misc. structures, and introducing two new buildings, additional site access and parking. Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Storm runoff will be collected on-site via roof drains, downspouts, area drains and trapped catch basins. All runoff will be re- routed through a sedimentation manhole and hydrodynamic separator, prior to connecting to the existing storm connection on-site at city manhole #50571 Proposed Stormwater Best Management Practices: Concrete truck washout, construction entrance, inlet protection, silt fencing. Additionally all catch basins within vehicle pavements will be trapped for oil/grease separation. Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) Small Site Study – (use Rational Method for calculations) Mid-Level Development Study – (use Unit Hydrograph Method for calculations) Full Drainage Development Study – (use Unit Hydrograph Method for calculations) Environmental Considerations: Wellhead Zone: Hillside Development: Wetland/Riparian: Floodway/Floodplain: Soil Type: Other Jurisdictions Downstream Analysis: N/A Flow line for starting water surface elevation: Design HGL to use for starting water surface elevation: Manhole/Junction to take analysis to: --------------------------------- (Area below this line filled out by the City and Returned to the Applicant) ---------------------------- (At a minimum, all boxes checked by the City on the front and back of this sheet shall be submitted for an application to be complete for submittal, although other requirements may be necessary.) ------------------------------------------------- (Area below this line filled out by Applicant) -------------------------------------------------- (Please return to Clayton McEachern @ City of Springfield Development and Public Works; Fax # 736-1021, Phone # 736-1036), email:cmceachern@springfield-or.gov Form Version 5: June 2015 COMPLETE STUDY ITEMS * Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield Development Code (SDC) or the City’s Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required. Note: Upon scoping sheet submittal, ensure completed form has been signed in the space provided below: Interim Design Standards/Water Quality (EDSPM Chapter 3) Req’d N/A All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormwater Management Manual. For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stormwater Management Manual (Sec2.4.1). If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene’s Stormwater Management Manual. Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review of Downstream System (EDSPM Section 4.03.4.C) A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). Elevations of the HGL and flow lines for both city and private systems where applicable. Design of Storm Systems (EDSPM Section 4.04). Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load without failure of the pipe structure. Manning’s “n” values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. Other/Miscellaneous Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to another. Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: http://www.deq.state.or.us/wq/uic/uic.htm for more information. Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events. *This form shall be included as an attachment, inside the front cover, of the stormwater study. For Official Use Only: As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study and plan set. Signature Date . * IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! www.wilson-architecture.com | 541-912-0878 Memo Project: Rosboro Plant Upgrades Subject: Site Review Application Project Description Date: March 26, 2024 From: Curt Wilson, AIA Note: This document has not been edited from the 2/26/2024 version included with the Pre-Submittal Application, except the items at the end of this document in response to the Completeness Review Checklist. Project Summary Rosboro intends to upgrade their glulam beam manufacturing capacity at their plant on Main Street west of 28 th Street. The upgrades include a new Planer Mill building at the current location of the former Plywood Building, and a new Glulam Beam building in the area of the former Dow Corning site. Site The mill site is currently comprised of three tax lots, and the site is zoned HI – Heavy Manufacturing and Production. The uses of the proposed new buildings are consistent with current site uses. Other elements of the plant will remain as is, including the staff parking lot that extends from 21 st Street and the internal circulation system from flows from the 21st Street extension to access points along 28 th Street. Utilities such as power, water, sanitary, and storm will connect to existing utilities on the site. This site is located in the Ten to Twenty Year Time of Travel Zone in the 16th and Q Wellhead Protection Zone. We anticipate submitting the Site Review application February 2024. There are currently 320 marked vehicle spaces on the site for employees and City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 3/26/2024 Page 2 visitors. 11 of these spaces are available to visitors in the north parking lot between Main Street and the main office building. As noted above, an additional 10 spaces will be added for customers at the east end of the Glulam Building. There are 309 spaces for staff parking, which is significantly more than the largest shift, therefore we do not plan to add parking spaces for employees. The proposed Glulam Building will span across two lots that are part of the overall plant site of the three total contiguous lots. Our proposed lot line consolidation process is as follows: Rosboro to propose a recordable Deed Restriction stating that “Parcel 1 and Parcel 2 of Reception No. 2016-060691 cannot be made separate transferrable parcels of land due to a structure encompassing both parcels, unless the building is removed and express permission to separate the parcels is given by the City of Springfield”. As an addition to this, as it is desired that the “Tax Lots” for these 2 parcels are combined into one “Tax Lot”, eliminating that “Tax Lot” line shown on your screenshot below, then Lane County has a Tax Lot Consolidation process. We acknowledge that when the Consolidation is done, the “legal lot” line does still exist. DWP Containment Requirements (SDC 3.3.200). The lamination process incorporates adhesives, therefore modest quantities will be stored on site and incorporated in the manufacturing equipment process (the equipment vendor selection process is ongoing, therefore Rosboro isn’t ready to commit to an adhesive type yet). An existing 48” sanitary line extends along the south edge of the west end of the property, and continues south presumably to serve properties along F St. Our survey indicates an easement at a manhole where the SS changes direction to the south. We intend to connect directly to the existing 48” SS on the property. Bike parking will be provided for staff within each building. Planer Mill The Planer Mill is approximately 72,000 sf. The building will be a Pre-Engineered Metal Building (Type II), fully sprinklered, one-story building. The building will be separated from other building on the site by 60 ft or more and located approximately 40 ft from the south property line abutting the railroad corridor. City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 3/26/2024 Page 3 A few offices, restrooms, and staff break area will be constructed within the middle area of the building. The building will house manufacturing equipment to size and surface rough lumber into finished lumber that will be used in glulam beams. Some of the equipment will be accessed from elevated platforms located more than 8 ft above the building slab-on-grade. The elevated platform will support a few partially occupied spaces including an enclosed equipment operator control room. The occupied spaces will be conditioned, therefore the enclosure around the occupied spaces will be insulated. The remainder of the Planer Mill will not be conditioned and open to the elements at the primary access locations. We anticipate submitting the building permit application in May 2024. Glulam Building The Glulam Building is approximately 150,000 sf. The building will be a Pre-Engineered Metal Building (Type II), fully sprinklered, one-story building. The building will be separated from other buildings on the site by 60 ft or more and located approximately 40 ft from the south property line abutting the railroad corridor. A portion of the building is envisioned as a showcase for glulam beams and mass timber construction. The concept is a covered entrance, tall-volume lobby with open stairs to an enclosed mezzanine level with a meeting room (less than 750 sf) and a modest executive office suite. The engineered wood products, including glulam beams, decking, and wood stair elements would be exposed highlighting various connection methods and bathed in daylight. Approximately 10 parking spaces will be located at the east end of the building for customer meetings held at the Glulam building executive meeting room. One accessible parking space and loading zone will be located closest to the entrance. We anticipate submitting the building permit application in August 2024. City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 3/26/2024 Page 4 Completeness Review Checklist Incomplete Items – Response Bike Parking Rosboro intends to provide bike parking for employees within the buildings. The attached floor plans identify the location of bike parking. If demand exceeds the number of spaces initially identified, Rosboro will expand the parking facilities. PW Notes – Industrial Pre-Treatment Program Rosboro is actively working with MWMC for the existing buildings and discharge and are compliant with the standards. We will continue correspondence with Sean Kruger on the new buildings. PW Notes – Stormwater Calculations These calculations are outlined in the updated stormwater report and align with discussion with Clayton. See attached stormwater report for further details. PW Notes – Additional Comments – Vegetated Treatment A vegetative treatment facility has been designed to treat the parking area east of the Glulam building. PW Notes – Additional Comments – Stormwater Operations and Maintenance Operations and Maintenance report to follow which will cover the entire Rosboro Campus. Transportation See application package for Trip Memo prepared by Sandow Engineering. Completeness Review Checklist Applicable Additional Items – Response Tree Felling Permit The existing trees in the area of the proposed improvements were significantly damaged during the January 2024 storms. Rosboro has hired an arborist to evaluate the trees and provided recommendations to address the damage. Some of the trees are more than 5 inches. The arborist report will be provided when available. We plan to add trees south of the new vegetative swale that is east of the Glulam Building. Overlay District – Drinking Water Protection We are working with SUB for containment procedures to comply with the DWP requirements. We anticipate the composition and quantity of adhesives used in the glue lamination process will trigger containment. The type of adhesive incorporated into the manufacturer has not been selected yet. SANDOWENGINEERING 160 MADISON STREET, SUITE A EUGENE, OREGON 97402 541.513.3376 TECH MEMO DATE: March 18, 2024 TO: Michael Liebler City of Springfield FROM: Kelly Sandow P.E. Sandow Engineering RE: Roseboro- Trip Generation The following provides a trip generation estimate for the proposed Roseboro expansion in Springfield, Oregon. The development proposal is to demolish an existing 157,000 sf manufacturing building and construct a new 72,000 sf Planing Mill and 150,000 sf Gluelam Beam building. Once complete the site will have an increase of approximately 65,000 square feet. Both proposed buildings will be used for the manufacturing of gluelam beams. The trips are estimated using Trip Generation Manual 11th ed. The most closely related land use is 140- Manufacturing. This land use is described as converting raw materials to finished products, which is consistent with the proposed use of the new buildings. Table 1 provides the trip generation estimates. TABLE 1: TRIP GENERATION ESTIMATE Time Period Size Rate Trips Daily 65 ksf =3.77(x)+201.98 447 AM Peak Hour 65 ksf =0.61(x)+9.54 49 PM Peak Hour 65 ksf =0.87(x)-17.50 39 As demonstrated in Table 1, the new site-generated trips are below the City threshold of 1,000 ADT or 100 peak hour trips. Therefore, a Traffic Impact Analysis is not required. SLIM17FAFC150/MVS Need help? 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IP Rating: Ingress protection rating of IP65 for dust and water Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Wattage Equivalency: Equivalent to 750W Metal Halide LED Characteristics LEDs: Long-life, high-efficiency, surface-mount LEDs Electrical Driver: Constant Current, Class 1, 120-277V, 50/60 Hz, 120V: 1.60A, 208V: 1.00A, 240V: 0.80A, 277V: 0.60A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. Photocell: 120-277V selectable photocell that can be turned on and off. Surge Protection: L-N:6KV,L-PE:6KV,N-PE:6KV Construction Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Ambient Temperature : Max Power Temp Rating: 50°C (122°F) Middle Power Temp Rating: 50°C (122°F)) Low Power Temp Rating: 50°C (122°F) Housing: Precision die-cast aluminum housing and door frame Lens: Polycarbonate lens Mounting: Hinged wiring access and conduit entries on the back, sides, top and bottom make installation a snap Cut Off: Full cutoff (0°) Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. Other Note: All values are typical (tolerance +/- 10%) 5 Yr Limited Warranty: The RAB 5-year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. SLIM17FAFC150/MVS Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Dimensions Features Selectable CCT Full cutoff Selectable on/off photocell 0-10V dimming, standard Ordering Matrix Family Style Wattage Color Temp Finish Voltage Options SLIM17FA FC 150 /MVS FC = Full cutoff 40 = 40W 60 = 60W 100 = 100W 120 = 120W 150 = 150W Blank = 3000K/4000K/5000K CCT Adjustable Blank = Bronze Blank = 120-277V Blank = Selectable On/Off Photocell /MVS = Selectable On/Off Photocell w/ Microwave Occupancy Sensor SLIM17FAFC60 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 Color: Bronze Weight: 7.1 lbs Project:Type: Prepared By:Date: Driver Info Type Constant Current 120V 0.50A 208V 0.40A 240V 0.30A 277V 0.25A Input Watts 57.9/58.4/57.2W LED Info Watts 60W Color Temp 3000K/4000K/5000K Color Accuracy 80 CRI L70 Lifespan 100,000 Hours Lumens 7035/8190/7251 lm Efficacy 121.6/140.3/126.7 lm/W Technical Specifications Field Adjustability Field Adjustable: Color temperature selectable by 3000K, 4000K and 5000K Compliance UL Listed: Suitable for wet locations IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra-efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PLMK5TZVA46N Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Wattage Equivalency: Equvalent to 350W Metal Halide LED Characteristics LEDs: Long-life, high-efficiency, surface-mount LEDs Electrical Driver: Constant Current, Class 2, 120-277V, 50/60 Hz, 120V: 0.50A, 208V: 0.40A, 240V: 0.30A, 277V: 0.25A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. Photocell: 120-277V selectable photocell that can be turned on and off. Surge Protection: L-N:4KV,L/N-GND:4KV Construction Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Ambient Temperature : Max Power Temp Rating: 50°C (122°F) Middle Power Temp Rating: 50°C (122°F)) Low Power Temp Rating: 50°C (122°F) Housing: Precision die-cast aluminum housing and door frame Lens: Polycarbonate lens Mounting: Hinged wiring access and conduit entries on the back, sides, top and bottom make installation a snap Cut Off: Full cutoff (0°) Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. Other Note: All values are typical (tolerance +/- 10%) SLIM17FAFC60 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 Technical Specifications (continued) 5 Yr Limited Warranty: The RAB 5-year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features Selectable CCT Full cutoff Selectable on/off photocell 0-10V dimming, standard Ordering Matrix Family Style Wattage Color Temp Finish Voltage Options SLIM17FA FC 60 FC = Full cutoff 40 = 40W 60 = 60W 100 = 100W 120 = 120W 150 = 150W Blank = 3000K/4000K/5000K Adjustable Blank = Bronze Blank = 120-277V Blank = Selectable On/Off Photocell /MVS = Selectable On/Off Photocell w/ Microwave Occupancy Sensor See Sheet A111and A211 See Civil drawings See Civil drawings and Stormwater Management Memo. See Civil drawings and Stormwater Management Memo. See Trips Memo. We are coordinating with SUB for DWP. See Project Description letter.