Loading...
HomeMy WebLinkAboutApplication APPLICANT 2/15/2022City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review Minor Modification SPRINGFIELD 61k Required Project Information (Applicant: complete this section) ApplicantName: Phone: 511/-799S9S7 Company: SPS Fax: S !-7Y .l;j7y Address: 1896 ':/2--d g+ �.4.Id 0.�. 4'7Y78 Applicant's Rep.; Phone: Company: Fax: Address: 7Phone: Propert Owner: P,61c< 5 l,, -k Company: I Fax: Address: 6k6 A Sd-, 5 r. q Q,,.l,12 S't.)s ASSESSOR'S MAP NO: !7_ o; -3b -i2 TAX LOT NO 5 : /G© Property Address: 2109 7 S -I o 'vld U,12. 9747 Size of Property: Acres ,� Square Feet Proposed Name of Project: Pr-cs16..J Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: :rwsl-a." Nw fr< 1. .„,..� ... -. Existing Use: - ras Si natures: Please sign and print your name and date in the appropriate box on the next UP—OP. Required Project Information (City Intake Staff., complete this section) Associated Applications: Case No.: r6 11 -22 -0000•1 S-TyP! Date: 211 S Zo2�- ,., D Reviewed by: d -- • Application Fee: 0� pp $ Technical Fee: $ '90 Postage Fee: $O r�53L TOTAL FEES: $ 1 �Z' PROJECT NUMBER: Revised 5/21/13 KL 1 of 10 Signatures The undersigned acknowledges that the information in this application is correct and accurate. Ak-- Date: Signature If the applicant is not the owner, the owner hereby grants permission for the Owner: �/�7 )4-, X19,-, �LJ.�-a 1,,- 4-,71, _ Date: Signature Print Revised 5/21/13 KL 2 of 10 Site Plan Review Minor Modification Application Process 1. Applicant Submits a Site Plan Review Minor Modification Application to the Development & Public Works Department The application must conform to the Site Plan Review Minor Modification Submittal Requirements Checklist on pages 4-7 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Site Plan Review Minor Modification Submittal Requirements Checklist have been submitted. Applications missing required items will not be accepted for submittal 2. City Staff Conduct Detailed Completeness Check • Planning Division staff conducts a detailed completeness check within 30 days of submittal. • The assigned Planner notifies the applicant in writing regarding the completeness of the application. • An application is not be deemed technically complete until all information necessary to evaluate the proposed development, its impacts, and its compliance with the provisions of the Springfield Development Code and other applicable codes and statutes have been provided. • Incomplete applications, as well as insufficient or unclear data, will delay the application review process and may result in denial. 3. City Staff Review the Application and Issue a Decision • This is a Type I decision and thus is made without public notice and without a public hearing since there are clear and objective approval criteria and/or development standards that do not require the use of discretion. • Decisions address all the applicable approval criteria and/or development standards. • Applications may be approved, approved with conditions, or denied. • 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 and may not be appealed. Revised 5/21/13 KL 3 of 10 Site Plan Review Minor Modification Submittal Requirements Checklist L� 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 Minor Modification 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, including findings demonstrating compliance with SDC 5.17-125, Site Plan Review Criteria. Copy of the Deed �r J�(- ❑ Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. /A ❑ Right -of -Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. PROVIDE THE FOLLOWING INFORMATION UNLESS OTHERWISE DIRECTED BY CITY STAFF. PLEASE NOTE THAT THE PLANNER ASSIGNED TO YOUR APPLICATION MAY REQUEST ANY INFORMATION ON THIS LIST DURING COMPLETENESS REVIEW IF IT IS NOT SUBMITTED WITH THE ORIGINAL SUBMITTAL AND IS NECESSARY FOR REVIEWING THE APPLICATION. �y Two (2) Copies of the Stormwater Management System Study with completed Stormwater Scoping Sheet attached - the plan, supporting calculations, and documentation must be consistent with the City's Engineering Design Standards and Procedures Manual. Four (4) Copies of the Modified Plan Sets Including the Following: ❑ 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. a. Site Assessment of Existing Conditions ❑ Prepared by an Oregon licensed Landscape Architect or Engineer ❑ 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. Revised 5/21/13 KL 4 of 10 O� ❑ 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 fV/q ❑ 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 ni/{a F-1The 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 //L ❑ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground, significant clusters of trees and shrubs, riparian !` areas, wetlands and rock outcroppings �✓/..❑ Soil types and water table information as mapped and specified in the Soils Survey of / Lane County. 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 b. 5' Plan Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer ❑ 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 ❑ Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs ❑ Location, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping ❑ 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 ❑ Location of existing and proposed transit facilities ❑ 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 sequence promoting street connectivity between the various phases of the development and accommodating other required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The applicant must indicate which phases apply to the Site Plan application being submitted. c. Improvement and Public Utilities Plan Revised 5/21/13 KL 5 of 10 ❑ Prepared by an Oregon licensed Civil Engineer ❑ Location and width of all existing and proposed easements ❑ Location, widths (of paving and right-of-way), and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including ownership and maintenance status, if applicable. ❑ Location and type of existing and proposed street lighting ❑ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, 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 and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable N. Indicate the proposed connection points d. Grading, Paving, & Stormwater Management Plan ❑ Prepared by an Oregon licensed Civil Engineer ❑ Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system ❑ Roof drainage patterns and discharge locations ❑ Pervious and impervious area drainage patterns ❑ The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained ❑ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) ❑ Amount of proposed cut and fill e. Landscape Plan ❑ Drawn by a Landscape Architect ❑ Location and dimensions of landscaping and open space areas to include calculation of landscape coverage ❑ Screening in accordance with SDC 4.4-110 ❑ Written description, including specifications, of the permanent irrigation system ❑ Location and type of street trees ❑ List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size, spacing, and method of planting. f. Architectural Plans ❑ Exterior elevations of all buildings and structures proposed for the development site, ,,��,,��including height .Lyconceptual floor plans Revised 5/21/13 KL 6 of 10 r g. On -Site Lighting Plan IVand Location, orientation, and maximum height of exterior light fixtures, both free standing and attached rl�A ❑ Type and extent of shielding, including cut-off angles, and type of illumination, A' wattage, and luminous area 9vl ❑ Photometric test report for each light source ❑ Additional Materials That May be Required t/%� ❑ Where a multi -family development is proposed, any additional materials to [�! demonstrate compliance with SDC 3.2-240 ►pfd ❑ 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 f top of bank of any direct tributaries of WQLW N%� ❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if ( there are unstable soils and/or a high water table present A P /'}-❑ Where the development area is within an overlay district, address the additional standards of the overlay district /01❑ if five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 /V/A ❑ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property IV � ❑ Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review AJ /A ❑ Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development IV JA ❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 p 1 JA ❑ An Annexation application, as specified in SDC 5.7-100, where a development is �V proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer Revised 5/21/13 KL 7 of 10 DEVELOPMENT AND PUBLIC WORKS v 225 STREETpgE�pb SPRINGFINGFIELD, OR 97477 1 PHONE: 1 541.726.3753 X: 54 FAX. 736. .736. d -or www apdngfieldorgov 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: L) 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., Atm: Clayton McEachem. 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 smmrwater study. stormwater scoping sheets can be found with all application packets (City website and the DPW from counter) as well as on the Engineering and Construction Resources webpage located at: htto:11www.sorin¢field- or.gov/DPW/EnpineerinemdConstmu ionResourmh" 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 McEachem, PE City of Springfield, Development and Public Works Email: emceachern@springfieldor.gov Phone: (541) 736 —1036 Pax: (541) 736-1021 8 of 10 DEVELOPMENT AND PUBLIC WORKS 225 STREET SPRINGFIELD, OR 97477 PHONE541,726.375316 Y' FA517.726.726,r www spnngfiel"tl-ocgov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK -------------------- (Area below this line fdledma by Applicant) ------- (Please return to Clayton McEaohern @ City of Spring/IeldDevelopment and Public Works, Farr #736-1021, Phone # 736-1036), email: emceachern@sprinti leld-or.gov Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor's map): Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheets) if necessary: Proposed Stormwater Best Management Practices: --------------------- (Arras below this line Riled m•l by the On, and R turn d to the Annliranil (At a minimum, all bates checked by the City on the front and back o(thi.s sheet shall be submitted for an application to be complete for submittal, although otherregvirements maybe necessary.) 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—(ase Unit Nydrograph Method for calculations) ❑ Full Drainage Development Study — (use Unit Hydrograph Method for calculations) Environmental Considerations: ❑ Wellhead Zone: ❑ Hillside Development: ❑ Wctland/Riparian: ❑ Floodway/Floodplain: ❑ Soil Type: ❑ Other Jurisdictions Downstream Analysis: ❑ N/A ❑ Flow line for starting water surface elevation: ❑ Design IIGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: Return to Clayton McEachern @ City of Springfield, email., cmceachem@springield-or,gov, FAX (541) 736-1021 9 of 10 COMPLETE STUDY ITEMS era ma ase omy *Based upon the information provided on the front ofthis sheet, the following represents a minimum ofwhat is neededfor an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu ofthe 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: (,pars scopingsheetsubmalual, ensure completedform has been signed to the space providedhelow: Interim Design Standards/Water Quality (EDSPM Chapter 3 Req'd N/A ❑ ❑ All non -building rooflop(NBR)impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin wait filtration media) for stonnwaterquality. Additionally, a miaimum of 50% of the NBRimpervioussurface shall be treated by vegetated methods. ❑ F] Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormwalcr Management Manual. For new NBR impervious area less in= 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Slormwatcr Management Manual (Sec2.4.1). ❑ ❑ If. 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 bui l ding, shall be provided with secondary containment or weather resistant walnmre. ❑ ❑ 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 (Te) shall be determined using a 10 minute start time for developed basins. Review of Downstream System EDSPM Section 4.03.4.0 ❑ ❑ A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shat I be governed by the Oregon Plumbing Specialty Codd (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 80,00016 load without failure of the pipe structure. Manning's "a" values for pipes shall be consistent with Table 4-1 of the POST. All storm pipes shall be designed to achieve a minimum velocity of three (31 feet net second at 0.5 nine bill based an Tshle 4-1 as well ❑ ❑ Existing and proposed contours, located at one foot interval. lnclude 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. ❑ ❑ Ihywells shall not receive runoff from any surface w,h, being treated by one or more BMPs, with the exception of residential building roofs(L'DSP Section 3.03.4.A). Additional provisions apply to trism required by the DEQ. Referto the website: http://wwry .deo.smte.or.us/svo/uic/uiahtm for more information. ❑ ❑ Detention ponds shall be designed to limit runoffto pre -development rates for the 2 through 25 -year storm events. *This form .shall be included as an ahackmenq inside thefront cover, of the stormwater shrdy. "IMPORTANT. ENGINEER PLEASE READ BEL 0WAND SIGN! As the engineer ofrecord, I hereby certify the above required items are complete and included with the submitted stormwater study and plan set Signature Datc Form Version 5: lune 2015 10 of 10 MAPLE ELEMENTARY New playground equipment 2-11-22 Narrative Springfield public schools has purchased a new kindergarten play structure for Maple Elementary School. Tis play structure will be installed behind the school on the east side. The existing location would be on a non -used exiting grassy surface far away from any swells or interfering with any fire lanes. This location has good ground drainage and sets much higher than the nearby swells as seen on the Favrea engineering site plan. Northwest Playground Equipment Inc will be supplying and installing the playground equipment. The plans show removing the existing dirt and installing landscape fabric with play chips. %\ -T 1, gr••ssY Seaf.`a-. �s 41,a /e In y,�e�...c� Lee.�J.y 2109 J St - Google Maps Google Maps 2109 J St https://www.google.com/maps/place/2109+J+St,+Springfield,+O... Imagery 02021 Maxer Technologies, Map data @2021 50 ft 2109 J St Springfield, OR 97477 Building O O Cv, Directions Save Nearby Send to your phone l of O Share 11/23/21, t0:56 AM FI //�y K\� MMIIE LREMENIAR/ o � : >' R/" r �RIN(flEl➢WBLIG 6LIbOL6 _ .- j dH)) [nnnu. }j) [ VOHOS AWLMM331"N ONM33NM%INJ Ime/xcrvcsacsw3uc dllpLO (Ib3tlAb33X1 f 1 to / i --==w- -------= y. \\ :)'" } ;�,;;;l• ! !-(�|�!. Vf MEM2HEmu y» .m Operations and Maintenance Agreement Private Stormwater Management and Treatment System Land Development Application Number: TYP215-00002 Owner's Name: Soringfield School District Phone No.: 541-747-3331 Mailing Address: 525 Mill Street Site Site Map and es State OR Requirements 1) Stormwater Management Site Plan, (min, 8 1/2" x 11" attached to this Form) showing the location of thefacility(ies) in relation to building structures or other permanent monuments on the site, sources of runoff entering the facility(ies), and where stormwater will be discharged to after leaving the facility(ies). Landscape and vegetation should be clear on the Plan submitted or submit a separate Landscape Plan document showing vegetation type, location, and quantity. These can be the same Plans submitted for development review. The stormwater management facility(ies) shown on the Site Plan are a required condition of development approval for the identified property. The owner of the identified property is required to operate and maintain the facility(ies) in accordance with the Facility Specific Operation and Maintenance Plans) (O&M Plan(s)) attached to this form and on file at the Development and Public Works Department, 225 5th Street, Springfield, Oregon between the hours of 8 a.m. and 5 p.m., Monday through Friday. 2) Financially responsible party (circle one): Property Owner Homeowner Association Other (describe) 3) Party(ies) responsible for maintenance (only if other than owner). Daytime phone no.( 541) 744 6375 Emergency/after-hours contact phone no. 541 726 - 3200 Maintenance Contact Party(ies) Name & Business Address: Chris 1890 N. 42nd Street Spring ield, OR 97477 4) Maintenance practices and schedule for the stormwater facility(ies) are included in the Facility Specific O&M Plan(s) attached to this form and filed with the Development and Public Works Department, City of Springfield. The operation and maintenance practices are based on the version of the City of Eugene's Stormwater Management Manual in effect at the date of development application, as modified by any plans attached to this document at the time of signing. Application Date: By signing below, Filer accepts and agrees to the terms and conditions contained in the Operations and Maintenance Plants) and in any document executed by Filer and recorded with it. Filer Signalise: Print Name: Appendix 3A-2 Page 1 of 1 EDSP Adopted December 03, 2012 y�