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HomeMy WebLinkAboutApplication APPLICANT 6/23/2022 (3)Oty of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD W OF I Application Type (Applicant: check one) Site Plan Review Pre -Submittal: ❑ Major Site Plan Modification Pre -Submittal: ❑ Site Plan Review Submittal: ® Ma -or Site Plan Modification Submittal: ❑ Required Project Information (Applicant: complete this section) Applicant Name: The Church of Jesus Christ of Latter-day Saints phone: Com an :The Church of Jesus Christ of Latter-day Saints Email: Address: 50 East North Temple Street, 10th Floor, Salt Lake City, UT 84150 Applicant's Rep... Rick Satre Phone: (541) 686-4540 Com al :The Satre Group Email: Address: 375 W. 4th Avenue Suite 201, Eugene, OR 97401 Property Owner: The Church of Jesus Christ of Latter-day Saints Phone: Company: The Church of Jesus Christ of Latter-day Saints Email: Address: 50 East North Temple Street, 10th Floor, Salt Lake City, UT 84150 ASSESSOR'S MAP NO: 17-03-15-40 TAX LOT NOS :3200, 3300, 3400, and 3500 Property Address. Not addressed; See Map and Tax Lot Above 10 29 Size of Pro a Acres ® Square Feet ❑In.I. Proposed No. of Proposed Name of Project: Willamette Valley Oregon Temple Description of If you are filing in this form by hand, please attach your proposal description to this application. Proposal- Develop a new Temple for the Church of Jesus Christ of Latter-day Saints Existing Use: Vacant Land New Impervious Surface Coverage (Including Bldg. Gross Floor Area :139,024 sf Si natures: Please si n and rint vour name and date in the anrlte Required Project Information (City Intake Staff., Associated Applications: box on the next nace. complete this section) Signs: 'l Pre -Sub Case No.: Date: Reviewed by: Case No.: I- ZL dZ 77 Date: ZJ r Reviewed b v : (✓rM/��icl� Application Fee: -�G Technical Fee: $ 7- Postage Fee: $(��/ //,, �/I� TOTAL FEES: $1q 6 (. K PROJECT NUMBER:1AitN`tw— Revised 1/7/14 KL 1 of 11 I Owner Signatures This application form is used for both the required pre -submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application Process. An application without the Owner's original signature will not be accepted. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that ]/we are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. Date: Z,)ZZ Signature G.eev l7. �Aat1 i1S. Submittal I Fopresart this application to be complete for submittal to the City. Consistent with the completeness check oer."ormed on this application at the Pre -submittal Meeting, 1. affirm the information identified py the City as necesST/ fnr p:ecessing the appliratlon is provided rcre:n or the infarmation will na be Provided if not otherwise <on:airal wsniir the supmittai, are the qty may begir. ,entt_srig the appllcabon with the information as . 'r.ds es written o. '%r. ,:cc'. on .r, the rcgmrements of ORS 227.178 perto,mrg to a Owner: n Date: - -Zazz, Print Rcvlscd 1,0/14 Ki 2 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 3 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. M 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 8'/2^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: Ft� 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 81/2" 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 4 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'/z 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 N/A El 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 1/2 mile) Revised 1/7/14 KL 5 of 11 N/A❑ 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 N/A ❑ 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 0 Location and width of all existing easements 0 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. 0 Location and type of existing street lighting 0 Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities 0 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 0 Prepared by an Oregon licensed Civil Engineer, except where noted below 0 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 0 Location and width of all proposed easements ❑✓ Location and type of proposed street lighting N/A ❑ Information on existing slopes over 50/o 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 6 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 N/A ❑ Where applicable, screening in accordance with SDC 4.4-110 ❑✓ Location of existing and proposed street trees f. Architectural Plans N/A❑ 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. W1 A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. Revisod 1/7/14 KL 7 of 11 N/A ❑ Where a multi -family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 N/A ❑ 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 Q 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 N/A ❑ 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 N/A ❑ 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 N/A ❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 N/A ❑ 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 Revised 1/7/14 KL 8 of 11 EXHIBIT 5.D. 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE.: 541726.3753 FAX: 541.726.1021 www.springfield argov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ---------------------- (Area below this line filled out btrAppfican0 ------------------------- (Please return to Clayton McFachern @ City ed SpringfleldDevelopment and Public Works; Fax # 736-1021, Phone # 736-1036), emailemceachern springfi'eld-ongov Project Name: Willamette Valley Oregon Temple Applicant: Shawn Salatino Assessors Parcel #: 1806-551,-569,-577, & -585 Date: 4/29/2022 Land Use(s): Commercial Development Phone #: 503-983-7906 Project Size (Acres): 10.2 Fax #: n/a Approx. Impervious Area: 3.6 acres Email: shawn.salatino@kpff.com Project Description (Include a copy of Assessor's map): construction of a new 23,500 sf Temple Building. Site improvements include new parking stalls and drive aisles, pedestrian sidewalks, landscaped areas, covered bike parking, and two standalone buildings to the north of the site. The project also includes the consolidation of the above-mentioned parcels and a re -plat of the site. Drainage Proposal (Public connectiori discharge location(s), etc. Attach additional sheet(s) if necessary: Stormwater runoff will drain away from the temple in all directions and be collected via a series of roof leaders, catch basins, trench drains and area drains. Public connections will be made on the west and east sides of the property to existing stormwater latera Mechanical treatment only allowed for pre treatment requirement. approved drop in catch basin filters are ok, on a site this big it might make more sense for long term maintenance cost to install a water quality manhole such as contech CDS or similair if there is a good concentration point to install one. Proposed Stormwater Best Management Practices: Water quality requirements will be met via City approved proprietary mechanical treatment technologies and a proposed rain garden facility. There is a regional detention facility located just north of the project site and no additional detention is proposed. although detention lost required, the facilities should be optimized for infiltration, and this can result in a sizable storm wall --------- (Area below this fine filled out hr the City and Returned to the AppHe nd ----- (Ata minimum, all boxes checked by the City on the front and back ofthis sheet shall be submitted br an a licatlon to be complete for submittal, although other requirements maybe nee toy.) DrainageStudy 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: 0 Wellhead Zone: within 1 -year and 5 -year ❑ Hillside Development: ma ❑ Wetland/Riparien: n/a ❑✓ Floodway/Floodplaim zone AE ❑✓ Soil Type: 26-chehalis silty clay loam, group B ❑ Other Jurisdictions n/a Downstream Analysis: 0 N/A ❑ Flow line for starting water surface elevation: ❑ Design HGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: Return to Clayton McEachern @ City of Springfield, email: cmceachern@springfield-or gov, FAX: (541) 736-1021 COMPLETE STUDY ITEMS or ors i loseo tv: *Based upon the information provided on the front ofthis sheet, the Jul/owing represents a minimum ofwhat 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 /Z F-] All non -building roofrop (NBR) impervious surfaces shall bepre-treated(e.g. multi-chambered ca[chbasin w/oil filtration media) for stomhwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. /f ' F-1mw where required, vegetative storater design shall be consistent with design standards (EDSPM Section 3.02), set forth /�' in Chapter 2 of the Eugene Sommovater Management Manual. For new NBR impervious area less than 15,000 square Leet, a simplified design approach may be followed as specified by the Eugene Stormwater Management Manual (Sec2A.1). ❑ If a stormwater treatment swalc 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 he provided with eecondary containment or weather resistant enclosure. ❑ Z A downstream drainage analysis as described in EDSPM Section 4.03A.C. Onsite 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). F] Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. F-] Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or i proper engineering calculations shall be provided when less. The cover shall he sufficient to support an 80,000 lb load without failure of the pipe structure. Manning's "n" values for pipes shall be consistent with fable 4-1 of the EDSP. All storm pipes shall be designed to X arhiP a rrini—aa welnniry of thine 11) feet nor aecnnd at 0.5 oiw, fill haled on Table 4-1 as well. zZ M Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. F1 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 A A). Additional provisions apply to this as required by the DEQ. Refer to the website: htm//www dnastate.or.us/wa/uic/uiahtm for more information. Detention ponds shall be designed to limit runoff to pre -development rates for 2 through 25 -year storm events. *This form shall be included as an attachment, inside the front cover, of the stormwater study. * IMPORTANT. ENGINEER PLEASE READ BELOWAND SIGN.i 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 Date 5/4/22 Form Version 5: June 2015 F� Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. F� ❑ 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. F-] The time of concentration (Tc) shall be determined using a 10 minute staff time for developed basins. ❑ Z A downstream drainage analysis as described in EDSPM Section 4.03A.C. Onsite 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). F] Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. F-] Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or i proper engineering calculations shall be provided when less. The cover shall he sufficient to support an 80,000 lb load without failure of the pipe structure. Manning's "n" values for pipes shall be consistent with fable 4-1 of the EDSP. All storm pipes shall be designed to X arhiP a rrini—aa welnniry of thine 11) feet nor aecnnd at 0.5 oiw, fill haled on Table 4-1 as well. zZ M Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. F1 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 A A). Additional provisions apply to this as required by the DEQ. Refer to the website: htm//www dnastate.or.us/wa/uic/uiahtm for more information. Detention ponds shall be designed to limit runoff to pre -development rates for 2 through 25 -year storm events. *This form shall be included as an attachment, inside the front cover, of the stormwater study. * IMPORTANT. ENGINEER PLEASE READ BELOWAND SIGN.i 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 Date 5/4/22 Form Version 5: June 2015 -� THE SATRE GROUP Land Use Planners, Landscape Architects, Environmental Specialists 375 West 4'^ Avenue, Suite 201, Eugene, Oregon 97401 .�,.. (541)686-4540 • www.satreoroup.com TRANSMITTAL TO: City of Springfield DATE: June 22, 2022 225 5'^ Street PROJECT: Willamette Valley Oregon Temple Springfield, OR 97477 Site Plan Review Re -Submittal CLIENT PROJ #: ATTN: SG PROJ #: 2125 TRANSMITTED: Herewith DISPOSITION: For Your Approval Separate Cover For Your Information/Use X Other For Reply TRANSMITTED: # Copies Item Dated No. Pages fin addition to this cover page) 4 paper copies of a: Site Plan Review Re -Submittal Application Packet Varies Several REMARKS: This Site Plan Review application packet is hereby submitted for Re -Submittal. The submittal package includes: 1. This Transmittal. D. Stormwater Scoping Sheet. 2. Application Fee. E. Stormwater Report. 3. Application Form. F. Stormwater O&M Plan. 4. Written Statement. G. Geotechnical Report. 5. Exhibits 6. Reduced Site Plan. A. Deeds. 7. Site Plan Set. B. Title Report. 8. Civil Plan Set. C. Traffic Memo. 9. Architecture Plan Set. 10. Site Lighting Plan. We look forward to your assistance with the project. Don't hesitate to contact us should you have any questions or need any additional information. Thank you. s COPIES TO: Agency BY; File X Consultant Team X Owner X Other June 22, 2022 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS WILLAMETTE VALLEY OREGON TEMPLE Site Plan Review Map 17-03-15-40, Lots 3200, 3300, 3400, and 3500 WRITTEN STATEMENT In accordance with Site Plan Review submittal requirements, this written statement describes the proposed development and demonstrates that the proposal complies with the criteria contained in SDC 5.17-125. LAND USE REQUEST A. Development Objective Having announced plans in April 2021, The Church of Jesus Christ of Latter-day Saints is moving forward with its plans to construct a new temple to he known as the Willamette Valley Oregon Temple on a 10.29 -acre site in the Gateway neighborhood of Springfield. Plans call for an approximately 30,000 square feet building serving some 30,000 Latter-day Saints. This will be the third temple in Oregon, the other two being located in Lake Oswego (the Portland Oregon Temple) and in Central Point (the Medford Oregon Temple). Oregon is home to more than 150,000 Latter-day Saints, who warship in more than 300 congregations. Land use approvals include Site Plan Review, Tree Felling, Floodplain Development and Drinking Water Protection. B. Project Directory Ownerl Developer Corey Daniels, LEED AP, Sr. Project Manager The Church of Jesus Christ of Latter-day Saints 50 East North Temple Street, 10th Floor Salt Lake City, UT 84150 Phone: (801)240-0086 Email: coreydanielsc@churchofiesuschrist.ora Planner Rick Satre, AICP, ASLA, CSI The Satre Group 375 West Avenue, Suite 201 Eugene, OR 97401 Phone: (541)686-4540 Email: rick(&.satrearouo.com FN + gMOBELPE PPEN,IECIE + PLANNERS + LANOSCAPEARCNITECTS � ENVIRONMENTAL SPECIALISTS 375 West 4th, Sufte 201, Eugene, OR 97401 I I Phone: 561.686A540 www.satregroupcom r I r The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 Landscape Architect John Anderson, ASLA The Satre Group 375 West 4th Avenue, Suite 201 Eugene, OR 97401 Phone: (541)686-4540 Email: iohna(dsatregrouo.com Surveyor Mike Dahrens, PLS SSW Engineers Inc 2350 Oakmont Way, Suite 105 Eugene, OR 97401 Phone: (541)485-8383 Email: miked(dsswengineens.com Civil Engineer Matt Keenan, PE KPFF Consulting Engineers 800 Willamette St, Ste 400 Eugene, OR 97401 Phone: (541)684-4902 Email: matt.keenamAkoff.com Architect David Henderson, AIA HKS Architects 90 South 400 West, #110 Salt Lake City, UT 84101 Phone: (801)384-7604 Email: dhenderson(dhksinc.com Page 2 of 21 I. THE SITE AND EXISTING CONDITIONS A. Development Site The site is located north of International Way in the Gateway area of Springfield. It is comprised of four tax lots and is approximately 10.29 acres in size'. The site abuts offices to the west and east and farmland to the north. To the south is property owned by PeaceHealth. B. Planning Context 1. Planning and Zoning a. Jurisdiction: b. Metro Plan: c. Refinement Plan: d. Base Zoning: e. Overlay Zoning: f. Acreage: g. Map: h. Tax Lots: City of Springfield Campus Industrial Campus Industrial Campus Industrial Drinking Water Protection and Floodplain Development 10.29 acres 17-03-15-40 3200, 3300, 3400 and 35001 004-04 ' The subject property is currently composed offour tax lots. Aland use application currently in process, a Major Rapist, has been approved to consolidate those four lots into one (Case No. 811-22-000044). A Major Replat Plat application is in process. The Satre Group - 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w atrearoua.com The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 Page 3 of 21 2. Transportation a. Metro Area Transportation Plan (TransPlan). The metro area's adopted transportation plan, The Eugene -Springfield Transportation System Plan (TransPlan), does not include projects in the vicinity of the subject property. b. City of Springfield 2035 Transportation System Plan. The City of Springfield's transportation plan does not include any projects abutting the subject property. c. Street Classification. Springfield's Street Classification Map identifies International Way as a collector street and Corporate Way as a local street. The street classification carries with it a standard right-of-way (ROW). The standards for International Way and Corporate Way are as follows: Street Classification Existing ROW Minimum ROW Existing Min. Curb -to - front of the adjacent property east of the subject property via the EMX International Curb -to- Curb Center Station. No other bus route intersects the area. O Curb International Major Collector 72 feet 56 feet 48 feet 36 feet We 3 property. There are no bike lanes in either Corporate Local Street 56 feet 41 feet 24 feet 20 feet Way xnxh[ 3. Utilities d. Public Transit. The metro area's public transit system, Lane NI Transit District (LTD), provides service in front of the adjacent property east of the subject property via the EMX International Center Station. No other bus route intersects the area. O e. Bicycle and Pedestrian Facilities.There are are sidewalks on both International M. ` Way and Corporate Way abutting the subject 3 property. There are no bike lanes in either s 36 street. xnxh[ 3. Utilities a. Stormwater and Wastewater. The subject site is located in the North Gateway Stormwater Drainage Basin. The Springfield Stormwater Facilities Master Plan identifies one capital improvement project, "Low Priority CIP 43," to address current issues around water quality in the campus %/ industrial area. j'-{,,, Capital Improvement Map Excerpt (Fig. 5-1) Stormwater Facilities Master Plan City of Springfield 2008 The Satre Group • 375 West 4'h Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • www.satrearouo.com The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-00, 11 3200, 3300, 3400, and 3500 Sto"water service exists with an 18 -inch line in International Way and a 72 -inch line along the western boundary of the site. Wastewater service Is also available to the site via International Way by a 12 -inch line. Existing Sanitary and Storm Facilities City of Springfield 2022 b. Water and Electric Service. The site receives water service via with a 12 -inch line in International Way which has an fl- inch stub to the subject property. There is sufficient capacity within the electric system to support the proposal. Page 4 of 21 c. Wellhead Protection. The Springfield Wellhead Protection Areas Map shows the subject site as within the 1 -year Time of Travel Zone and within the 2 -year Time of Travel Zone along the eastern boundary. Development of the property is therefore subject to the Drinking Water Protection Overlay District and certain land use criteria will apply. Ire, I Existing Waterand Electric Infrastructure Springfield Utility Board 2017 SPORTS WAY w-_ ti Wellhead Poets. tion Areas Map Excerpt City of Springfield 2019 The Satre Group • 375 Wei Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 -www.satreemuri com The Church of Jesus Christ of Letter -Day Saints Page 5 of 21 Willemede Valley OreOon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 4. Natural Resources. a. The Springfield Water Quality Limited Watercourses Study does not identify a wetland or Water Quality Limited Watercourse on the property. L. The tax lot is shown as being in the Special Flood Hazard Area — Floodplain Zone A. Development of the property is therefore subject to the Floodplain Overlay District and a Floodplain Permit is required. Floodplain Floodway Map Excerpt City of Springfield 2022 III, SITE PLAN REVIEW –APPROVAL CRITERIA AND FINDINGS This section is presented in the same order of applicable requirements found in Section 5.17-125, Site Plan Review Criteria of the Springfield Development Code. Applicable sections of the Code are in bold italics, followed by proposed findings in normal text. A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District Map, and Conceptual Development Plan. Response: The subject property is within the boundaries of the Gateway Refinement Plan. The Gateway Refinement Plan designates the subject property as Campus Industrial. The Metro Plan Designation and Zoning Map are also Campus Industrial. The zoning is therefore consistent with the Metro Plan and the Refinement Plan. Given this, this criterion (SDC 5.17-125.A) is met. Gateway Refinement Plan November 1992 Subject Property Excerpt Springfield Zoning Map January 2020 LAY'PA�i P T \ , 1 J t 11,�yeEION���4EP YRS4 —_j' '\\! Metro Plan Diagram 2010 The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 056-0540 • wwwaagaerouo.com The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Sile Plan Review Map 17 03-1540, Lots 3200, 3300, 3400, and 3500 Page 6 of 21 B. Capacity requirements of public and private facilities, including, but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Response: Public and private facilities are provided as follows: Storm: There are two public storm mains adjacent to the property, one in Corporate Way and the other in an easement on the east side of the site. This easement will be maintained with the development. There is also no over -land flow from adjacent properties that would be cut off by this development. Sanitary: Wastewater service is available to the site via International Way by a 12 -inch pipe. Water: The site receives water service via a 12 -inch line in International Way with an 8 -inch stub to the property. Electric: Electric infrastructure is adjacent to the site along International Way. Streets: International Way is a major collector; it has an existing right-of-way width of 72 feet and a curb -to -curb width of 48 feet. Corporate Way is a local street; it has an existing right-of-way of 50 feet and a curb -to -curb width of 24 feet. Fire: There are several existing fire hydrants in the vicinity — two on the south side of International Way and one on the east side of Corporate Way, directly abutting the subject property. This nearest hydrant, on Corporate Way, is within the 600 -foot distance limit. Knox boxes will be installed at perimeter gates for emergency fire access. Given this, this criterion (SDC 5.17-125.8) is met. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. Response: Applicable public and private design and construction standards can be found in SDC Chapter 3 -Land Use Districts and in SDC Chapter 4 -Development Standards. The components of these two chapters which are applicable to the proposed development, and proposed compliance with said components, is as follows. SDC Chapter 3 -Land Use Districts SDC Chapter 3 -Land Use Districts includes all Base Zone Districts, Overlay Zone Districts and Plan Districts. Within those, the chapter identifies the land uses that are permitted within each district, basic development standards, and use -specific design standards applicable to certain zones. Within Chapter 3, Section 3.2-400 Industrial Zoning Districts, 3.3-200 Drinking Water Protection Overlay District, and 3.3.400 Floodplain Overlay District apply. 3.2-400 Industrial Zoning Districts With the property's Campus Industrial zoning, section 3.2-400 applies. Applicable components of SDC 3.4-400 can be found in the specific sections 3.2-415 Schedule of Use Categories, 3_2 - The Satre Group • 375 West 4°i Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • www satreomuo corn The Church of Jesus Christ of Latt,l), Saints Willamette Valley Oregon Temple Site Plan Review Map 17-0345-40, Lols 3200, 3300, 3400, and 3500 Page 7 of 21 420 Base Zone Development Standards, and 3.2445 Campus Industrial Design Standards. Responses in compliance with those sections are as follows. 3.2-415 Schedule of Use Categories The Church of Jesus Christ of Latter-day Saints submitted a Formal Interpretation (Case No. 811- 21-000308-TYP2) to determine if a religious temple is an allowed use in the Campus Industrial district. A temple is a principal center for religious education and instruction, special activities and ceremonies, and regional administrative offices of the church. The temple does not cater to walk- in customers and the site is proposed to have secured, gated access. The temple does not operate as a church or house of worship in that weekly sermons and large congregational gatherings are not held at the site. The city determined that "educational facilities in business parks" and "corporate headquarters, regional headquarters and administrative offices" are listed uses in the Campus Industrial District. Administrative offices are allowed when they are part of a business park in accordance with SDC 3.2-415, Footnote 4. See table below. Use CategoryAlses Cl District Prima Uses 3 Corporate headquarters, regional headquarters, and administrative offices 4 Permitted Educational facilities in business parks, including, but not limited to, professional, vocaflonal and business schools; and job training and vocational rehabilitation services Permitted (4) Corporate headquarters, regional headquarters, and administrative offices may be permitted as part of large-scale light -manufacturing use or located within a business park. Corporate and regional headquarters may also stand alone. The acreage comprising stand alone corporate or regional headquarters site shall be applied to the 40 percent gross acre standard for business parks specified in Note (2), above. Corporate and regional headquarters shall have at least 20 or more employees at the time of occupancy. Response: Per the Staff Decision from the formal interpretation, staff found that the temple met the schedule of use categories: Regional Headquarters and Administrative Offices: • The subject site is four vacant lots of the Liberty Professional Center subdivision. The subdivision was platted and recorded in 2007 as a planned business park development. A MasterPlan for the business park was approved in 2007 and expired in 2014 (Case LRP2007-00020). Therefore, the site qualifies for the listed uses of administrative offices and educational facilities in business parks in accordance with SDC 3.2-415, Footnote 4. • In accordance with SDC 3.2-415, "regional headquarters" and "administrative offices" are listed as Permitted uses in the Cl district. These facilities have characteristics that are similar to a religious temple in that they: are designed and intended to accommodate a core group of employees engaged in specific administrative, management or operational activities; serve as the principal facility within a sizable geographic area; have operational hours that largely coincide with the "business day", do not typically serve walk-in customers; may have secure access exclusively for members of employees, and often provide rooms for offices, meetings, training, and specialized activities. Educational Facilities in Business Parks: • In accordance with SDC -415, "educational facilities in business parks" are listed as a Permitted Use in the Cl district. These facilities have characteristics that are similar to a religious temple in that they: operate primarily during daytime/weekday business hours which may extend into the evening; provide a specialized curriculum and training for students or The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 -www satmorouo.cam The Church of Jesus Chnat of Latter -Day Saints Page 8 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Late 3200, 3300, 3400, and 3500 June 22 2022 enrollees; do not typically serve walk-in customers; may have secure access exclusively for employees or students/enrollees, and often provide rooms for offices, meetings, training, study, and specialized activities. 3.2-420 Public and Private Development Standards Campus Industrial Base Zone Development Standards are as follows: Minimum Lot/Parcel Size: 10,000 square feet Minimum Frontage: 75 feet Front Yard, Street Side Yard Setback: 20/30 feet building setback, and 5 feet parking, driveway, and outdoor storage. Interior Yard, Rear Yard Setback: 20 feet building separation from other buildings within the Cl District, and 5 feet parking, driveway, and outdoor storage. Maximum Height (6): 45 feet (6) Height Exceptions. Incidental equipment may exceed the height standards. Response: The Willamette Valley Oregon Temple plans show the top of the parapet of the main body of the temple at 29'-2", with the top of the mechanical parapet at 37'-3". The top of the finial of the steel spire is 125'. The spire is an ornamental element. At the Development Issues Meeting (Case 811 -21 -000267 -PRE), staff found that the building height is considered "incidental equipment" in compliance with SDC 3.2-420(6) which allows height exceptions to the 45' maximum in Campus Industrial. Therefore, all the base zone development standards are met. See the Site Plan. 3.2-425 Cl District—Operational Performance Standards The operational performance standards listed below apply to all uses permitted within the Cl District. For permitted light industrial manufacturing uses, compliance with these operational performance standards shall be the determining factor. In all other cases, the use lists in Section 3.2415 are the determining factor. A. All manufacturing operations shall be entirely enclosed within a building; Response: No manufacturing operations will occur at the Willamette Valley Oregon Temple. B. All applicable on-site design standards specified in Section 3.2-445 shall be met, Response: See response to the design standards in Section 3.2-445. C. The storage of raw materials and/or finished products shall occur entirely within enclosed buildings. The parking of trucks necessary for the operation of the facility shall occur within enclosed buildings, unless permitted as specified in Section 4.6-125 and 3.2-445C.; Response: No storage of raw materials and/or finished products will occur at the Willamette Valley Oregon Temple. D. Office and commercial uses shall not primarily serve the public; Response: The administrative office portion of the temple does not serve the public. E. The movement of heavy equipment on or off the site shall not be permitted. The Satre Group • 375 West 4'" Avenue, Suite 201, Eugene, OR 97401 - (541) 686-4540 - www.satrearouporre The Church of Jesus Chnst of Latter -Day Saints Page 9 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 June 22. 2022 EXCEPTION: Truck deliveries and shipments are permitted; Response: No heavy equipment will occur at the Willamette Valley Oregon Temple. F. Proposed uses on the prohibited use list specified in Section 3.2415 shall not be permitted; and Response: Acknowledged and agreed. G. Proposed uses shall also comply with the additional operational performance standards listed below. The intent is not to specifically deny a use, but ensure compliance with applicable local, State, and Federal regulations. Compliance with these operational performance standards are the continuing obligation of the property owner. Failure to comply with these operational performance standards shall be a violation of this Code and/or Chapter 5 of the Springfield Municipal Code, 1997. 1. Air pollution. Air pollution includes, but is not limited to, emission of smoke, dust, fumes, vapors, odors and gases. Air pollution shall not be discernable at the property line by a human observer retying on a person's senses without the aid of a device. The applicant shall obtain and maintain all applicable licenses and permits from the appropriate local, State, and Federal agencies. EXCEPTION: Water vapor or other benign plumes from processes or pollution control equipment shall not be considered air pollution. 2. Fire and explosive hazards. All activities involving the use, storage and/or disposal of flammable or explosive materials shall comply with the Uniform Fire Code as most recently adopted by the City. S. Glare. a. Glare resulting from exterior lighting, excluding low -intensity pedestrian -level lighting, shall be controlled by deflecting light away from abutting uses and from public rights-of-way as specified in Section 4.5-100. b. Glare resulting from an industrial operation including welding or laser cutting shall not be visible from the outside of the building. 4. Groundwater Protection. Proposed development utilizing hazardous materials that may impact groundwater quality shall be as specified in Section 3.3-200. 5. Hazardous Waste. Proposed development shall not utilize or produce hazardous waste unless permitted as specified in Oregon Administrative Rule (OAR) 340-102- 0010 through 340-102-0065 or any applicable Federal regulation. 6. Noise. These standards apply to noise generated by any machinery or equipment on the development site. The maximum permitted noise levels in decibels across lot/parcel lines and district boundaries shall be as specified in OAR 340-035-0035, Noise Control Standards for Industry and Commerce. EXCEPTION: Excluded from these noise standards are background traffic on State highways and public streets and occasional sounds generated by temporary construction activities, truck deliveries, warning devices, or other similar temporary situations. 7. Radiation. There are various sources of radiation, including, but not limited to ionizing radiation, electromagnetic radiation, and radiation from sonic, ultrasonic, or infrasonic waves. Uses that involve radiation shall comply with the regulations in OAR 333-100-0001 through 333-100-0080 and any applicable Federal regulation. S. Vibration. No use, other than a temporary construction operation, shall be operated in a manner that causes ground vibration that can be measured at the property line. Ground -transmitted vibration shall be measured with a seismograph or a complement of instruments capable of recording vibration displacement, The Sane Group - 375 West 4v Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540-.www.satreorouo.com The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Luls 3200, 3300, 3400, and 3500 Page 10 of 21 particle velocity, or acceleration and frequency simultaneously in 3 mutually perpendicular directions. Response: The Willamette Valley Oregon Temple (a regional headquarter, administrative office, and educational facility) will not cause air pollution, create fire/explosive hazards, glare, groundwater protection concerns, hazardous waste concerns, noise issues, radiation, or vibration. The temple is in compliance with these cited operational performance standards. 3.2-445 Campus Industrial Design Standards In the CI District, new buildings; expansions of, or additions to existing buildings; or Improvements to existing facades that require a building permit shall provide architectural designs that encourage flexibility and innovation in site planning by complying with the following on,site design standards: A. Building Exteriors. In order to break up vast expansions of single element building elevations applicable to both length and height, building design shall include a combination of architectural elements and features, including, but not limited to: offsets, windows, entrances, and roof treatments. 1. Offsets. Offsets shall occur at a minimum of every 100 feet of lineal building wall by providing recesses or extensions with a minimum depth of 4 feet. EXCEPTION: Variations in building wall materials, including, but not limited to: wood siding, brick, stucco, textured concrete block, tile, glass, stone, or other suitable materials may be used instead of offsets. The Director, in consultation with the Building Official, may approve other suitable materials without the need for a Variance. Smooth -faced concrete panels or prefabricated steel panels may also be used as accents, but shall not dominate the building exterior. Exterior colors for buildings and fences shall be subdued or earth tones. Response: The building exteriors incorporate offsets, windows, entrances, and various changes in height and massing. Where offsets are not provided, the stonework on the building provides sufficient variation. See architectural plans. Windows. Ground floor windows are required for all office and commercial uses, including those office and commercial uses that are contained within light industrial manufacturing uses. Ground floor windows for the remainder of a light industrial building are optional. All elevations of office and commercial buildings abutting any street shall provide at least 50 percent of their length (e.g., a 100 -foot - wide building facade shall have a total of at least 501inear feet of windows) and at least 25 percent of the ground floor wall area as windows and/or doors that allow views into lobbies, merchandise displays, or work areas. On corner lots/parcels this provision applies to both elevations. Where upper story windows are proposed, either awning, canopies, or other similar treatments shall be required for ground floor windows or variations in window materials, trim, paint or ornamentation maybe used. EXCEPTIONS: The Satre Group- 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541)686-454O • uv✓,satunircuo.com The Church of Jesus Christ of LatterT)i Saints Page 11 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-0 Lots 3200, 3300, 3400, and 3500 June 22 2022 a. A mural, that does not include any advertising, maybe used to meet 50 percent of the ground floor window standard specified in Subsection 2., above. Murals are regulated under Chapter 8.234 of the Springfield Municipal Code, 1997. b. Building elevations adjacent to alleys or vehicle accessways used primarily for servicing and deliveries are exempt from this standard. Response: This project is assembly occupancy. This standard is not applicable. Windows are provided to allow natural light to enter; however, views into the interior are not provided. 3. Entrances. To the greatest extent practicable, all new buildings in the Cl District shall be oriented toward both exterior and internal streets. a. The primary entrance to all buildings in the Cl District shall be visible from the street, and b. A weather -protected area, including, but not limited to: awnings or canopies, at least 6 feet wide, shall be provided at all public entrances. Response: The primary entry is visible from International Way and protected from weather by a portico. There are two additional entries, one facing Corporate Way and the other facing an internal parking area; the additional entrances are also protected by a portico. 4. Roof Treatments. The following roof treatments are required. a. Sloped roofs and multiple roof elements shall be the primary methods for roof treatment. Variations within one architectural style; visible roof lines and roofs that project over the exterior wall of a building enough to cast a shadow on the ground and architectural methods used to conceal flat roof tops may also be used.... If building wall offsets are used, offsets or breaks in roof elevation with a minimum of 3 feet or more in height may be used for every 100 feet of lineal building wall. b. The architectural design of the building roof shall also incorporate features which screen all heating, ventilation and air conditioning units from adjacent LDR and MDR properties and the street. Mechanical equipment shall also be buffered so that noise emissions do not exceed the standards specified in Section 3.2425G.6. The City may require a noise study certified by a licensed acoustical engineer for compliance verification. Response: Architectural parapets are provided to conceal flat roofs and offsets and changes in massing are provided where building wall offsets are used. All mechanical equipment is located remotely from the building and is concealed via a screen wall. Mechanical equipment is designed to be compliant with the noise standards referenced. B. Landscaping. The following landscaping standards are in addition to standards specified in Section 4.4-105: 1. A minimum of 35 percent of each development area shall be landscaped open space. 2. Plants shall be sized to attain 90 percent coverage of required landscape areas (excluding tree canopies), within 3 years of installation. Plantings of native species and plant communities shall achieve 90 percent coverage within 5 years of installation. 3. At least 10 percent of the interior of a parking lot having 20 or more parking spaces shall be landscaped. This standard is in addition to any landscaping setbacks required in Section 3.2-420. The Sate Ghoup - 375 West Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • www.satmoroun.cohn The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 Page 12 of 21 4. Natural assets identified in the Gateway Refinement Plan, any other applicable refinement plan or elsewhere in this Code shall be included in the site design and protected. Where protection of these natural assets prevents the development of the site consistent with this Code, the functional equivalent of the natural assets may be substituted as may be allowed by the City. Response: The development site is 10.29 acres (448,232 square feet); 35 percent of the development site for open space is 156,881 St. The proposed open space constitutes 44 percent of the development site or 195,577 St. As for parking, the paved areas constitute 49,307 sf; 21,406 sf will be landscaped or 43 percent of the paved parking area, exceeding the minimum 10 percent coverage requirement. Planting in the landscaped areas will achieve 90% coverage within 3-5 years of installation. C. Screening. Screening shall be as specified in Section 4.4-110. In addition, truck parking for vehicles necessary for the operation of the facility shall be screened by a masonry or concrete wall that is an extension of the building and complements the fagade of the building. The wall shall have a minimum height of 8 feet. The wall shall totally conceal trucks from public view and shall meet the setback requirement specified in Section 3.2- 420. EXCEPTION: The Director may consider proposed truck parking that is enclosed by buildings and complies with Section 4.6-125. Response: There is an enclosed garage at the northwest corner of the site for maintenance vehicles. The site does not abut residential districts, is not a multifamily development, automobile wrecking/salvage yard, and no outdoor mechanical devices will be visible from the street. Therefore, the screening criteria in Section 4.4-110 is not applicable to the subject site. D. Pedestrian Walkways and River Access 1. Walkways from a sidewalk to building entrances. A continuous pedestrian walkway shall be provided from the primary frontage sidewalk for pedestrians to access building entrances. 2. Walkways from parking lots to building entrances. Internal pedestrian walkways shall be developed for persons who need access to the buildings from the parking lots. The walkways shall be located within the parking lots and designed to provide access from the parking lots to the entrances of the buildings. The walkways shall be distinguished from the parking and driving areas by use of any of the following material: special pavers, brick, raised elevation, scored concrete or other materials as approved by the Director. 3. In the Gateway Cl District, access to the McKenzie River, both forpedestrians and bicycles, shall be addressed in the site design, where specified in the applicable refinement plan or Trans Plan. Response: The Willamette Valley Oregon Temple will have a continuous walkway from the public sidewalk to the building entrances. The parking lot areas will also have internal pedestrian walkways distinguished by scored concrete and raised elevation. E- Transit Stations and Stops. When required, transit stations and stops shall conform to the standards of the Lane Transit District. Response: There is an existing l transit stop in front of the Willamette Valley Oregon Temple. No new stations or stops are proposed for the area. The Satre Gmup • 375 West 41' Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • wwm.satreorouo.com The Church of Jesus Christ of Latter-0ay Saints Page 13 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-49, Lots 3200, 3300, 3400, and 3500 3.3.200 Drinkina Water Protection Overlav District Response: A Drinking Water Protection Overlay District Development application is submitted concurrent with this Site Plan Review application. Please refer to that application for information pertaining to how the project satisfies the Drinking Water standards. 3.3.400 Floodplain Overlay District Response: A Floodplain Overlay District application is submitted concurrent with this Site Plan Review application. Please refer to that application for information pertaining to how the project satisfies Floodplain Overlay standards. SDC Chapter 4 -Development Standards SDC Chapter 4 -Development Standards address general development standards that are applicable to all development as well as special standards for certain uses. Here, the following specific sections were cited and thus apply to the project. Responses in compliance with those standards, are as follows. SDC 4.2-105 Public Streets Response: No new public streets are required or proposed. SOC 4.2-110 Private Streets Response: No new private streets are required or proposed. SOC 4.2-120.A Site Access and Driveways — General Response: Proposed improvements associated with this project include two new driveways abutting Corporate Way (a local street) and one new driveway abutting International Way (a collector street). SDC 4.2-120.6 Driveways must take access from lower classification streets when development sites abut more than one street and streets are of differing classification as identified in the Springfield Transportation System Plan. EXCEPTION: Driveway access to or from a higher classification street may be permitted if no reasonable alternative street access 1. Where a proposed development abuts an existing or proposed arterial or collector street, the development design and off-street improvements shall minimize the traffic conflicts. 2. Additional improvements or design modifications necessary to solve identified transportation conflicts may be required on a case-by-case basis. Response: One driveway is proposed on International Way, a collector street. At the Development Issues Meeting (Case 811 -21 -000267 -PRE), Staff found that the proposed driveway on International Way is acceptable; It is further away from the Lane Transit District stop on International Way than the existing driveway on the neighboring Giustina property. Therefore, the driveway alignment minimizes traffic conflicts on International Way. SDC 4.2-120.0 Driveways shall be designed to allow safe and efficient vehicular ingress and egress as specified in Tables 4.2-2 through 4.2-5 and the City's Engineering Design The Satre Group - 375 West 4" Avenue, Suite 201, Eugene, OR 97401 - (541) 686-4540 -w .saoearou o. com The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-4Q Lots 3200, 3300, 3400, and 3500 Standards and Procedures Manual and the Public Works Standard Construction Specifications. SDC Table 4.2-2 Driveway Design Specifications Page 14 of 21 Drtveway Design Secifications Arterial Collector 1 -Way Driveway Width 2 -Way Driveway Width Transition Width Driveway Throat Depth Land Use Min./Max. Mrn✓Max. Min/Max. Min. Industrial Minimum (3) 24735'(1) 87N.A. 18'(2) Response: The project includes the construction of three two-way driveways. The driveway aprons have a width of 26' with an 8 -foot transition width and throat depths exceeding 18 feet. The streets do not contain any curbside parking and vision clearance areas will be established. SDC Table 4.2-3 Curb Return Driveway Design Specifications Curb Return Driveway Design Specifications Arterial Collector I Local Drive" Width 1 Radius of Curb Driveway Throat Depth Land Use Min. Mex. Min. Max. Minimum (3) Industrial 24 feet 1 35 feet I 15 feet 35 feet 60 feet Response: The driveways are curb returns. They have a driveway width of 26', a radius of 20 feet, and a throat depth exceeding 60 feet. SDC Table 4.2-4 Minimum Separations Between a Driveway and the Nearest Intersection Curb Return on the Same Side of the Street (1) Land Use Street Type Arterial Collector I Local Industrial 1 200 feet 1 200 feet 1 150 feet (1) Each category of street is considered separately. Distances may be reduced in the following circumstances: (a) Access is from a one-way street. (b) The driveway is marked for "right -in -right -out only." (c) The driveway is marked "exit only" and is designed to prevent left turns. (d) In cases where an existing lot/parcel and/or use make compliance with these specifications unreasonable, a new driveway or an existing driveway required to be relocated by this Code shall be placed at the furthest point from the intersection curb return, considering both safety and internal circulation requirements of the development. Response: International Way is a collector street. Corporate Way is a local street. The nearest intersection is at the southwest corner of the subject site, at International Way and Corporate Way. The single new driveway associated with this project on International Way is over 200 feet from the International Way and Corporate Way intersection. There are two driveways on Corporate Way for the project. The southern -most driveway on Corporate Way, at the southwest corner of the site, is less than 150 feet from the intersection of International Way and Corporate Way. This driveway is placed at the furthest point possible given the site plan from the intersection curb return. As Corporate Way is a low volume dead-end street, the location of this driveway will not impact safety and circulation needs. The Satre Group - 375 West Ph Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 - wwwsatrearouo.com The Church of Jesus Christ of Latter-0ay Saints Page 15 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-09, Lots 3200, 3300, 3400, and 3500 June 22 2022 SDC 4.2.130 Vision Clearance. Response: A 10 -foot by 10 -foot minimum vision clearance triangle is proposed for the driveways. No vegetation, screen or other physical obstruction will occur between 2-1/2 and 8 feet above the established height of the curb in the triangular area. SDC 4.2.135 Sidewalks A. Sidewalks and planter strips abutting public streets shall be located wholly within the public street right-of-way, unless otherwise approved by the Director. Response: The applicant is proposing relocating the existing setback sidewalk on International Way to move the walk further back from the street, adding a slight curve to the walkway (this will require a public sidewalk easement to accommodate the new sidewalk location). The existing sidewalk on Corporate Way adjacent to the development site will remain and be repaired, as necessary. D. Planter strips are required as part of sidewalk construction. Planter strips must be at least 4.5 feet wide and long enough to allow the street tree to survive. Planter strips must have approved landscaping consisting of street trees and ground cover allowed per the City's Engineering Design Standards and Procedures Manual. Response: There is an existing 4.5' wide planter strip with street trees on Corporate Way that will remain. As mentioned above, the setback sidewalk on International Way will be relocated; the existing sidewalk is quite close to the curb and the street trees, as they mature, are being squeezed. The new planter strip will be at least 4.5' wide and contain approved landscaping. SDC 4.2-140 Street Trees A. New Street Trees. New street trees shall be at least 2 inches in caliper. New street bees shall be selected from the City Street Tree List and installed as specified in the City's Engineering Design Standards and Procedures Manual. The Director shall determine which species are permitted or prohibited street trees. Response: Five street trees are proposed where existing street trees will be removed to make way for the development. The new street trees will be at least 2 inches in caliper and be selected from the City Street Tree List. B. Existing Street Trees. 2. Street Tree Removal Standards. b. Existing street trees on private property cannot be removed without prior authorization by the Director. Removal of 5 or more street trees on private property is subject to the tree felling standards specified in Section 5.19-100. c. Existing street trees on private property must not be removed to accommodate additional or expanded driveways. 3. Street Tree Replacement Standards. Where possible, any street tree proposed to be removed shall be replaced with a tree at least 2 inches in caliper. Response: There are existing street trees on International Way and Corporate Way. Two street trees will be removed on International Way to install the proposed setback sidewalk and three street trees will be removed on Corporate Way to install the proposed driveways. The site plan was reviewed by City Staff during the Development Issues Meeting on November 9, 2021 (Case 811 -21 -000267 -PRE). The replacement street trees will be at least 2 inches in caliper. The Satre Group • 375 West 41h Avenue, Suite 201, Eugene, OR 97401 • (541) 68645M • w satmgmurrcom The Church of Jesus Christ of Latter -Day Saints Page 16 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 SDC 4.2-145 Street Lighting Response: Street lighting exists along the property frontage. No new street lighting is required or proposed. SDC 4.2-150 Multi -Use Paths Response: No new multi -use paths are required or proposed. SDC 4.2-160 Accessways Response: The development site does not abut any adjacent streets, residential areas, neighborhood activity centers, industrial or commercial centers, transit facilities, parks, schools, open space, or trails and paths where no public street access exists. No new accessways are required or proposed. SDC 4.3-105 Sanitary Sewers Response: There are three existing sanitary sewer stubs to the subject property on International Way. Proposed sanitary for the temple will come from International Way. SDC 4.3-110 Stormwater Management B. The Approval Authority shall grant development approval only where adequate public and/or private stormwater management systems provisions have been made as determined by the Public Works Director, consistent with the policies set forth in the Stormwater Management Plan and the Engineering Design Standards and Procedures Manual.... Response: Adequate public stormwater management systems exist adjacent to the subject site. There are piped facilities in both International Way and Corporate Way. Additionally, there is a public stormwater detention facility immediately north of the site. D. Run-off from a development shall be directed to an approved stormwater management system with sufficient capacity to accept the discharge. Where the Public Works Director determines that the additional run-off resulting from the development will overload an existing stormwater management system, the Approval Authority shall withhold Development Approval until provisions, consistent with the Engineering Design Standards and Procedures Manual, have been made to correct or mitigate this condition. Response: Stormwater from the west portion of the site will be discharged into an existing public stormwater facility in Corporate Way. Stormwater from the south area of the site will be discharged into existing public stormwater facilities in International Way. Stormwater from the east and northeast portions of the site will be discharged into an on-site private vegetated stormwater treatment facility, which will have an overflow connection to an existing piped stormwater facility along the east property line. These stormwater collection points all flow north and discharge into the existing public stormwater detention Swale north of the property. SDC 4.3-120 Utility Provider Coordination Response: As described elsewhere herein, utility infrastructure exists to serve the site. coordination is underway with the City of Springfield, Springfield Utility Board and Northwest Natural. The Satre Group - 375 West,t"Avenue., Suite 201, Eugene, OR 97401 • (541) 686-4540 • wwwsatrearouo.com The Church of Jesus Christ of Latter -Day Saints Page 17 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-00, Lots 3200, 3300, 3400, and 3500 SDC 4.3-125 Underground Placement of Utilities Response: Existing utilities are all located underground. New utility infrastructure will also be placed underground. SDC 4.3-130 Water Service and Fire Protection Response: There are several fire hydrants in the vicinity — two on the south side of International Way and one on the east side of Corporate Way, directly abutting the development site. This nearest hydrant, on Corporate Way, is within the 600 -foot distance limit. Knox boxes will be installed for fire access at perimeter gates. SDC 4.3.135 Major Electrical Power Transmission Lines Response: No new electrical power transmission lines are required or proposed. SDC 4.3-140 Public Easements Response: No new public utility easements are required or proposed. SDC 4.3-145 Wireless Telecommunications System (WTS) Facilities Response: No new Wireless Telecommunication System is required or proposed. SDC 4.4-105 Landscaping E. At least tis percent of each required planting area shall be covered with living plant materials within 5 years of the date of installation. The living plant materials shall be distributed throughout the required planting area. The planting acceptable per 1,000 square feet of required planting area is as follows: 1. As a minimum, 2 trees not less than 6 feet in height that are at least 2 inches in caliper, and 2. Ten shrubs, 5 gallons or larger. 3. Lawn and/or groundcover may be substituted for trees or shrubbery, unless required for screening when there are adequate provisions for ongoing maintenance. Response: Required setbacks shall be landscaped. Planting quantities per 1,000 square feet shall be as follows: A minimum of two trees not less than 2 inches caliper and 6 feet in height, ten 5 -gallon shrubs and lawn, ground cover or organic mulch as appropriate. A minimum of 65 of required planting areas shall be covered with living plant material within 5 years of installation. F. Parking lot planting areas shall include 1 canopy tree at least 2 inches in caliper that meets City street tree standards as may be permitted by the City's Engineering Design Standards and Procedures Manual and at least 4 shrubs, 5 gallon or larger, for each 100 square feet of planting area. Shrubbery that abuts public right-of-way or that is placed in the interior of any parking lot shall generally not exceed 2-1/2 feet in height at maturity. Parking lot planting areas shall include: 1. Parking and driveway setback areas specified in the applicable zoning district; and 2. 5 percent of the interior of a parking lot, exclusive of any required parking setbacks, if 24 or more parking spaces are located between the street side of a building and an arterial or collector street, and are visible from any street. 3. See also Section 3.2-240D.8.c. for multifamily design standards. The Satre Group • 376 West Avenue, Suite 201., Eugene, OR 97401 - (541) 6864540 -ww eatnaamuo.com The Church of Jesus Christ of Latter -Day Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300. 3400, and 3500 Page 18 of 21 Response: Parking lots will be landscaped with 1 canopy tree not less than 2 inches in caliper and 4 shrubs for each 100 square feet of planting area. As the site is in the Campus Industrial zone, 10% of the interior parking lot and all setbacks will be landscaped. Planting adjacent to driveways shall respect vision clearance limitations. See plan set. SDC 4A.1 10 Screening Response: The site does not abut residential districts, is not a multifamily development, automobile wrecking/salvage yard, and no outdoor mechanical devices will be visible from the street. Therefore, the screening criteria in Section 4.4-110 is not applicable to the subject site. See plan set. SDC 4.4-115 Fences Fences shalt not exceed the height standards in Table 4.4-1 and shall be located as follows: Table 4.4-1 (3) In the Campus Industrial District the base height standard is 6. In all other industrial districts, the base height standard is 8'. (6) Special standards in the Campus Industrial District: (a) No fencing shall be permitted within 35' of a CI District perimeter or 20 feet of any development area perimeter or within interior lots/parcels of development areas. EXCEPTION: X maximum height decorative fencing or masonry walls may be permitted as screening devices around parking lots. (b) Chain link fences shall be permitted only when combined with plantings of evergreen shrubs or climbing vines that will completely cover the fences) within 5 years of installation (as certified by a landscape architect or licensed nursery operator). (c) Painted fences shall match the building color scheme of the development area. Response: A 6' tall ornamental perimeter fence surrounds the temple site. See plan set. SDC 4.5-110 Illumination and Height A. On-site lighting shall be the minimum illumination necessary for a given application including parking areas and vehicle sales areas. All exterior light fixtures shall be shielded or recessed so that direct glare and reflection are contained within the boundaries of the property, and directed downward and away from abutting properties; public rights-of-way; and riparian, wetlands and other protected areas identified in this Code on the same property. Response: Temple facades and spires are typically lit at night for religious significance. The fixtures will be shielded and recessed so glare and reflection are contained to the property and away from abutting properties. The Satre Group • 375 West 4'^ Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 - www.satracemadom Base Height by Zoning District Yard Type Residential Commercial Industrial PLO MS Front Yard t 6'(2) 6' 67 8'(3) 6' 6' Street Side Yard(4) 6 6' 6-18'(3) 6' 6' Rear Yard 6' 6' 678'3 6' 6' Height Exceptions 8'/10'(5) 8' 8'(6) 8' N/A Vision Clearance Area(7) 2 %' 2 %' 2 W 2'/:' 2 %' Barbed/Razor Wire/Electric Y(8) Y(8) Y(8) Y/N(8) N (3) In the Campus Industrial District the base height standard is 6. In all other industrial districts, the base height standard is 8'. (6) Special standards in the Campus Industrial District: (a) No fencing shall be permitted within 35' of a CI District perimeter or 20 feet of any development area perimeter or within interior lots/parcels of development areas. EXCEPTION: X maximum height decorative fencing or masonry walls may be permitted as screening devices around parking lots. (b) Chain link fences shall be permitted only when combined with plantings of evergreen shrubs or climbing vines that will completely cover the fences) within 5 years of installation (as certified by a landscape architect or licensed nursery operator). (c) Painted fences shall match the building color scheme of the development area. Response: A 6' tall ornamental perimeter fence surrounds the temple site. See plan set. SDC 4.5-110 Illumination and Height A. On-site lighting shall be the minimum illumination necessary for a given application including parking areas and vehicle sales areas. All exterior light fixtures shall be shielded or recessed so that direct glare and reflection are contained within the boundaries of the property, and directed downward and away from abutting properties; public rights-of-way; and riparian, wetlands and other protected areas identified in this Code on the same property. Response: Temple facades and spires are typically lit at night for religious significance. The fixtures will be shielded and recessed so glare and reflection are contained to the property and away from abutting properties. The Satre Group • 375 West 4'^ Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 - www.satracemadom The Chu roh of Jesus Christ of LabervDay Saints Willamette Valley Oregon Temple Site Plan Review Map 17-03-15-00, Lots 3200, 3300, 3400, and 3500 SDC 4.6-120 Vehicle Parking — Parking Lot Improvements. Page 19 of 21 Response: The proposal will comply with the parking lot improvement standards found in SDC 4.6-120. See enclosed plans for specifics. SDC 4.6-125 Vehicle Parking — Parking Space Requirements The following parking standards have been established according to use and apply to that use in any zoning district. Use I Minimum Parking Requirements Recreational facilities, and religious, social and 1 space for each 100 square feet of fear area in public institutions the primary assembly area and 1 for each 200 3,374 sf square feet of gross floor area for the remainder of 34 the building. Special provisions: D. CI District 1. To the greatest degree practical, parking shall be located behind buildings internal to development or to the side of a building. 2. An additional 5 percent of impermeable surface may he allowed in cases where all parking on a lobparcel is screened by earthen berms with an average height of 3 feel, sunken below grade an average depth of feet, or both. 3. Truck parking for vehicles necessary for the operation of the facility may be located either: a. Within an enclosed building; or b. Outside of building if the following standards are met: i. Be prohibited from all front and street -side yards; ff. Meet the building setback standards specified in Section 3.2-420; and in. Be screened as specified in Section 3.2-445. Response: Parking is provided as follows: Use Area s.f) Parkin Standard Parkin Re ufred Parkil . no Provided Temple Assembly 3,374 sf 1 space/ 100 sf 34 34 Temple Remainder 27,284 sf 1 space 1200 sf 137 137 Distribution Bldg 1,300 at 1 space / 300 sf 5 5 Grounds Bldg 1,875 sf 1 space 11,000 at 2 2 Total: 178 178 As for accessible parking spaces, within the above total, the following is provided: Parkin S ace Parkin Standard Parki F aired Padrin Provided Accessible 2space minimum 6 6 Wheelchair 1 1 space 1 1 Van 0 0 0 Total: 7 7 Regarding 4.6-125.D, vehicle parking is located to the side of the building. Maintenance vehicles (sometimes including trucks) will either be in or adjacent to the grounds building. The grounds building is located to the rear of the site. It is not in the front or street side yard, it meets building setbacks and is screened. SDC 4.6-135 Loading Areas—Facility Design and Improvements A. All necessary loading areas for commercial and industrial development shall be located off-street and provided in addition to the required parking spaces. B. Vehicles in the loading area shall not protrude into a public right-of-way or sidewalk. The Satre Group - 375 West 4t" Avenue, Suite 201, Eugene, OR 97401 - (541) 61 - w satreorouo.com The Church of Jesus Christ of Latter-0ay Saints Page 20 of 21 Willamette Valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 June 22 2022 C. The minimum sizes required for commercial and industrial loading areas are as follows: 3. Seven hundred fifty square feet for buildings in excess of 50,000 square feet of gross floor area. D. The required loading area shall not be less than 10 feet wide by 25 feet long and have an unobstructed height of 14 feet. Response: There is an enclosed garage at the northwest corner of the site for maintenance vehicles. The loading area does not intrude into the public right-of-way or sidewalk. The proposed truck loading area is over 750 square feet and at least 10 feet wide by 25 feet long with an unobstructed height of 14 feet. Therefore, these standards are met. SDC 4.6-145 Bicycle Parking — Facility Design Response: Each bicycle parking space will be at least 2 by 6 feet with an overhead clearance of 7 feet and have a 5 -foot access aisle between each row of bicycle parking. All spaces will be designed as long-term spaces — covered and lighted. Sbr 4 6_1IA6 Rirvria Parkinn— Nimi of Snaces Required Table 4.63 Land Use Minimum Parking Requirements (Minimum 3 Type and % of Bike Bicycle Space Provided spaces required) Parkin Office 0.75 per 5,000 square feet of Floor area 75% long term School (Instruction) 1,928 at 25% short term Schools 1 per 10 students based on planned capacity 25% long term 1,970 at 0.75 space 15,000 sf1 75% short term Religious Institutions and 1 per 20 seats or 40 feel of bench length (fixed 100% short term places of worship seating) or 1 per 500 square feet officer area (no 16 fixed seating) Response: As outlined below, a minimum of 16 bicycle parking spaces are required and 16 will be provided. Although some could be short term, all 16 parking spaces will be located in two covered bike shelters. Use Area (s.f.) Bicycle Space Standard Bicycle Space Provided Office / Admin 1,239 at 0.75 space 15,000 sf 1 School (Instruction) 1,928 at 1 space / 10 students 131 students total T16 14 Other Assembly Similar to Office 1,970 at 0.75 space 15,000 sf1 Total: 16 D. Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Response: Parking areas and ingress -egress points have been located and designed to promote vehicular, bicycle and pedestrian safety. The facility takes access from International Way, a collector street and Corporate Way, a local street. As noted above in response to SDC 4.2-120, at the Development Issues Meeting (Case 811 -21 -000267 -PRE), staff found that the proposed driveway on International Way is acceptable; It is further away from the Lane Transit District stop The Satre Group • 375 Wes14' Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w satemo uo.com The Church of Jesus Christ aLatter-Day Saints Willamette valley Oregon Temple Site Plan Review Map 17-03-1540, Lots 3200, 3300, 3400, and 3500 Page 21 of 21 on International Way than the existing driveway on the neighboring Giustina property. Therefore, the driveway alignment minimizes traffic conflicts on International Way. The driveways on Corporate Way provide vehicular access to the parking lots and loading area at the northwest corner of the site and the secondary access from International Way provides access to a parking area. Pedestrian safety is ensured with sidewalks from the right-of-way and driveways to the entrances of the proposed building, to the bicycle parking locations and parking areas. Connections to transit stops are provided with the existing street -side sidewalk along International Way. E. Physical features, including, but not limited to; steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; other riparian areas and wetlands specified in Section 4.3-117; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235.240, shall be protected as specified in this Code or in State or Federal law. Response: There are no physical features on the subject property meeting this definition. Thus, this standard does not apply. IV. CONCLUSION The above information represents known applicable planning, zoning and site development requirements for the contemplated project. It presents known physical conditions and contexts. It captures the project's primary development objective. Based on the information and findings contained in this written statement, associated exhibits and plan set the proposed Willamette Valley Oregon Temple project meets the Site Plan Review criteria of approval contained in the Springfield Development Code. Therefore, the applicant requests that the City of Springfield approve the proposal. Both the applicant and the applicant's representative are available for questions. If you have any questions about the above application, please do not hesitate to contact Rick Satre, AICP, ASLA, CSI, at The Satre Group, 541-686-4540, or rick(a)satrearouo com. The Satre Group • 375 West 0 Avenue, Suite 201, Eugene, OR 97401 - (541) 686A5 0 • w satreamuo. com