The URL can be used to link to this page

Home My WebLink AboutApplication Applicant 10/16/2023City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Land Division Tentative Plan Partition, Subdivision SPRINGFIELD w 0#/ PApplication Type (Applicant: check ne artition Tentative Pre -Submittal: Subdivision Tentative Pre -Submittal: I❑ Partition Tentative Submittal: Subdivision Tentative Submittal: Required Project Information (Applicant., complete this section) Applicant Name: S.R.YETT Phone: 541-344-6781 Company: MERCURY DIME, LLC Fax: Address: PO BOX 26125, EUGENE, OR 97402 Applicant's Rep.: SCOTT GOEBEL Phone: 541-687-0542 Company: GOEBEL ENGINEERING & SURVEYING, INC Fax: Address: 23648 BUTLER RD, ELMIRA, OR 97437 Property Owner: MERCURY DIME, LLC Phone: 541-344-6781 Company: MERCURY DIME, LLC Fax: Address: PO BOX 26125, EUGENE, OR 97402 ASSESSOR'S MAP NO: 17-03-25 34 TAX LOT NOS : 3900 Property Address: 1499 MOHAWK BLVD Size of Property: 10.39 Acres 0 Square Feet ❑ Proposed Name of Subdivision: N/A (PARTITION) Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: CREATE ANEW EASTMIEST DIVISION LINE BETWEEN THE TWO MAIN BUILDINGS Existing Use: COMMERCIAL # of Lots/Parcels: 2 Total acreage of parcels/ al Is density, N/A Proposed # Dwell Unita N/A Si natures: Please sign and print your name and date in the appropriate Required Project Information (City Intake Staff., Associated Applications: box on the nexta e. complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 kl 1 of 10 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. 1/we do hereby acknowledge that I/we are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. Opp Date: 11 August 2023 Signa / S R YETI, MEMBER, MERCURY DIME, LLC I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre -Submittal Meeting, I affirm the Information Identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the Information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Date: Sig atur S R YETI, MEMBER, MERCURY DIME, LLC Revised 1/7/14 kl 2 of 10 Land Division Tentative Application Process 1. Applicant Submits a Land Division Tentative Application for Pre -Submittal • The application must conform to the Land Division Tentative Submittal Requirements Checklist on pages 4-6 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 160 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 Land Division Tentative Submittal Requirements Checklist on pages 4-6 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 10 Land Division Tentative 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. ❑x 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. ® Land Division Tentative 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. Density - list the size of property (acres), maximum allowable density and the density proposed. x❑ Copy of the Deed x❑ Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. ❑x Copy of the Land Division Plan Reduced to 81/2"x 11", which will be mailed as part of the required neighboring property notification packet. ❑ Right -of -Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. N/A ❑ Three (3) Copies of the Stormwater Management System Study with Completed Stormwater Scoping Sheet Attached - The plan, supporting calculations, and documentation must be consistent with the Engineering Design Standards and Procedures Manual. N/A ❑ Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and objectives. x❑ Four (4) Copies of the Following Plan Sets for Pre -Submittal OR Three (3) Copies of the Following Plan Sets: x❑ 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. x❑ All plan sets must be folded to 61/2" by 11" and bound by rubber bands. a. Site Assessment of Existing Conditions ❑x Prepared by an Oregon licensed Landscape Architect or Engineer Revised 1/7/14 kl 4 of 10 x❑ Vicinity Map x❑ 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 and required setbacks from proposed property lines. x❑ 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 x❑ 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 ❑x 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 ❑x Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '/3 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings ❑x 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. Land Division Tentative Plan x❑ Prepared by an Oregon licensed Land Surveyor x❑ City boundaries, the Urban Growth Boundary, and any special service district boundaries or railroad right-of-way which cross or abut the proposed land division x❑ Location and width of all existing and proposed easements on and abutting the proposed land division x❑ Boundaries of entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale x❑ Location and type of existing and proposed street lighting, including type, height, and area of illumination x❑ Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map. x❑ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities x❑ Location and dimensions of existing and proposed driveways x❑ Location of existing and proposed transit facilities x❑ Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails ® Location, size and type of plantings and street trees in any required planter strip Revised 1/7/14 kl 5 of 10 x❑ 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 TV. Indicate the proposed connection points ❑x The locations of all areas to be dedicated or reserved for public use, with the purpose, condition or limitations of the reservations clearly indicated N/A ❑ Future Development Plan where phasing or large lots/parcels are proposed as specified in SDC 5.12-120 E. N/A C. 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 N/A❑ Additional Materials That May be Required 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: ❑ Proposed deed restrictions and a draft of any Homeowner's Association Agreement ❑ Additional plans and documentation for submittal of a Cluster Subdivision proposal as specified in SDC 3.2-230 ❑ Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW ❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present ❑ Where the development area is within an overlay district, address the additional standards of the overlay district ❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 ❑ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property ❑ Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review ❑ Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development Revised 1/7/14 kl 6 of 10 ❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 ❑ An Annexation 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 ❑ All public improvements proposed to be installed and to include the approximate time of installation and method of financing Revised 1/7/14 kl 7 of 10 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX. 541.736.1021 www.spnngfield-orgov December 6, 2013 REQUIRED STORMWATER SCOPING SHEET USE POLICY: In October 2003, Springfield Public Works released a trial "stonnwater 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 U 17 rrrrr 31b4LCeI91 ri7 V,P"IN N:1 1.) Obtain scoping sheet from application packet, city website, or other location. 2.) Fill out project information (top half of front sheet) prior to commencement of work on stormwater study. (Note: Do not sign scoping sheet until it is received from the City with requirements checked.) 3.) Mail, fax, or email all pages to: City of Springfield, Development and Public Works Dept., Attu: 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 stormwater study. Stormwater scoping sheets can be found with all application packets (City website and the DPW front counter) as well as on the Engineering and Construction Resources webpage located at: httv://www.springfield- or.gov/DPW/EnginmringmdConstructionResources.htm under the Public Improvement Permit Projects Forms section. Thank you in advance for working with the City of Springfield with this new process. Sincerely, Clayton McEachern, PE City of Springfield, Development and Public Works Email: cmeeachem@springfieldor.gov Phone: (541) 736 —1036 Fax: (541) 736-1021 (Please NO CHANGES PROPOSED TO PROPERTY SPRINGFIELD 225 FIFTH STREET AND PUBLIC WORKS OREGON SPRINGFIELD, OR 87477 PHONE: 541.726.3753 FAX: 541.726.1021 www.springfield-or.gov / )RMWATER MANAGEMENT SYSTEM SCOPE OF WORK Development and Public Works, Fac # 736-1021, Phone # Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a c of Assessor's map): Drainage Proposal (Public connection(s), di axge location(s), etc. r sheet(s) if necessary: Proposed Stormwater Best Management Practices: Area below this line rdkdo b the CitV mdAftned (At a nunimmue5 all boxes checked by the ity on tie front and bac or on licotion to be con Tete r bndttal, although other re A, the A 1k this sheet shall be subndtted ements nbay be necess ❑ Small Site Study—(use Rational elhod for calculations) \ ❑ Mid -Level Development S —(use Unit Hydrograph Method for calculations) ❑ Full Drainage Developme Study— (use Unit Hydrograph Method for calculations) ❑ Wellhead Zone: ❑ Wedand/Riparn ❑ Soil Type: ❑ N/A ❑ Flo ne for starting water surface elevation: ❑ sign HGL to use for starting water surface elevation: ❑ anhole/Junction to take analysis to: ❑ Hillside DeveloprN ❑ Floodway/Floodph ❑ Other Jurisdictions to Clayton McEachem @ City of Springfield, email: cmceachem@spdngfeb-or,gov, FAX., (541) 736-1021 COMPLETE STUDY ITEMS r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been signed in the spare provickel below: Interim Design Standards/Water Quality (EDSPM Chapter 3 Req'd N/A ❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by vegetated methods. ❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormrmer Management Manual. ❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stomrmvater Management Manual (Sec2A.1). ❑ ❑ If a stormrmer 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 Stomrmvater Management Manual. ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. ❑ n Design of Stoma 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 15 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 50,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscethmeous ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site ❑ A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. drains. ❑ Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review ofDownstream System EDSPM Section 4.03A.0 ❑ A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). ❑ ❑ Elevations of the HGL and flow lines for both city and private systems where applicable. ❑ n Design of Stoma 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 15 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 50,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscethmeous ❑ Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. ❑ Private stommwater easements shall be clearly depicted on plans when private stommater 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 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation. ❑ Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady. * IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN' As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study and plan set. Signature Date Form Version 5: June 2015 Goebel Engineering & Surveying, Inc. Engineering Surveying Land Planning Services 23884 Buda Road B.m OR 97487 Phone: 541-887-0542 Enai: goebd0ooebdwa.can October 2023 Tom Sievers, Project Planner City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 RE: Response to Completeness Checklist PA 23-000186; Yett, Map 17-03-25-34, TL 3902 GES#70693 Thank you for providing us with the Completeness Checklist from the meeting on August 29, 2023, for the above -referenced project. We had completed updating our documents with everything we remembered and had noted from the meeting and were assembling documents for (re) submission. Your email saved us from having to reprint and resubmit the documents, which would probably have made it more difficult for everyone to keep track of the latest version of the submission. Therefore, we are doubly grateful for the timeliness of your response to our requests. This document is being generated to provide you with our responses to the items noted in the checklist. Each department's checklist is addressed separately, and each item of concern (marked as Applicable or Incomplete) is noted and addressed herein. NOTE: Although it is our understanding that it is the postal code that determines the ability of the post office to deliver mail, we noticed your records for Applicant's Representative show our address as Elmire rather than Elmira. We only bring this to your attention so you can check your records. PLANNING Where the development area is within an overlay district applicable, address the additional standards of the overlay district. Note: IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS OR APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES MEETING OR THE PRE -APPLICATION REPORT FOR MORE DETAILED INFORMATION. N:\PUB-DATA\70693-23\TENTPART\RESPONSE TO COMPLETENESSCHECKLIST 1U2023.docx October 2023 GES #70693 City of Springfield Response to Completeness Checklist RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 2 of 4 We, again, thank you for providing us with the information to properly address in detail any missing or additional information. 1. Location and width of all existing and proposed easements on and abutting the property. Boundaries of the entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale. Note: With the shared parking lot and driveway entrances of this area a shared parking and access agreement for the two proposed parcels is required as part of the divisions OR a detailed access management plan showing how each site can operate independently. A drainage agreement is also required OR grading work to separate the drainage is required. The partition now includes a public street extension that separates Parcels 1 and 2, as reflected in the updated narrative and drawings. 2. Location of existing and required power poles, transformers, neighborhood mailbox unites, and similar public facilities. Note: While not required for the land division on commercial property, the existing overhead services and lines around the property will be required to be placed underground upon redevelopment. The applicant acknowledges the fact that all overhead utilities will require placement underground at the time of redevelopment. 3. 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 TV. Indicate the proposed connection points. N:\PUB-DATA\70693-23\TENTPART\RESPONSE TO COMPLETENESSCHECKLIST 1U2023.doa October 2023 GES #70693 City of Springfield Response to Completeness Checklist RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 3 of 4 Note: The most viable sewer connection to parcel 2 will be the sewer line that enters the site from 18f and will be located on parcel 1, this should be shown and an easement provided across parcel 1 so parcel 2 will have access to this sewer. There isn't any other viable access point that doesn't require a long extension down roads at considerable expense and the city is not likely to support. The proposed public street extension (as noted in the narrative and attached drawings) will also include extensions of public utilities. 4. Prepared by 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 maybe at 5 foot intervals). Amount of proposed cut and fill. Note: No drainage study is needed at this time but the demolition and clean up of the waremart building will require an LDAP and monitoring for runoff problems and of course any new developments on either site will be required to meet current requirements. The applicant acknowledges and has incorporated all of the above into the partition drawings and narrative (included). The applicant also acknowledges that any demolition or redevelopment activity will require an LDAP application. N:\PUB-DATA\70693-23\TENTPART\RESPONSE TO COMPLETENESSCHECKLIST 1U2023.doa October 2023 GES #70693 City of Springfield Response to Completeness Checklist RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 4 of 4 Location of existing and proposed street lighting, including type, height, and area of illumination. The drawing legend has been changed to comply with the above. Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and bike trails. The proposed walks have been added to the drawings, as well as a note on Sheet 4. Location of existing and required traffic control devices. 1. Applicant must meet street network standards as laid out in the springfield development code section 4.2-105 as part of this land division. Development code will require the extension of M street thru the site connecting with L Street on the east side of the property and possiblya mid -block north south connection. Right of way must be dedicated and provisions for installation of roadway elements must be part of this development application. In compliance with the above, we have added a new street extension and there is a new note in the legend regarding the ADA ramps. Based on the above and responses of compliance with approval criterion and adopted plans and policies, we believe the requested Tentative Partition should be approved as proposed. If you have any questions about the above application, please do not hesitate to contact us. Resully, Scott J. o el, P.E., P.L.S. SJG/PGG/ms attachments N:\PUB-DATA\70693-23\TENT PART\RESPONSE TO COMPLETENESSCHECKLIST 1&2023.docx Goebel Engineering & Surveying, Inc. Engineering Surveying Land Planning Services 23884 Buda Road B.m OR 97487 Phone: 541-887-0542 Enai: goebd0ooebdwa.can October 2023 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 GES#70693 This application for Tentative Partition Submittal approval involves approximately 10. 39 acres of property, identified as Tax Lot 3902 of Map 17-03-25-34. The subject property, a large, well established retail center, is located at the intersection of Mohawk Boulevard and Centennial Boulevard. It consists of five buildings ranging in size from 2,651 square feet (Building 4) to 48,956 square feet (Building 1). APPLICANT Steven R. Yett PO Box 2 612 5 Eugene, OR 97402 steven0srvettcom 541-344-6781 OWNER Mercury Dime LLC PO Box 2 612 5 Eugene, OR 97402 N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.doa October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 2 of 18 Scott Goebel, PE, PLS Goebel Engineering & Surveying, Inc. 23684 Butler Road, Elmira, OR 97437 scotKReoebelene.cm 541-687-0542 Pamela Goebel Project Planning & Coordination Goebel Engineering & Surveying, Inc. 23684 Butler Road Elmira, OR 97437 pamelaRgoebeleng.com 541-687-0542 1. Site Information SITE: Map 17-03-25-34, TL 3902, Exhibit B. ZONING: Mixed Use Commercial. ACCESS: Mohawk Boulevard and Centennial Boulevard. SITE CONDITIONS (EXISTING USE): The property is developed as a major retail center. ADJACENT OWNERSHIP: The Owner does not own any lands adjacent to the subj ect property. 11. Exhibits Exhibit A: Site Plans Exhibit B: A&T Maps III. Proposal (Purpose) The Applicant is proposing to partition the property into two parcels: 6.31 acres and 4.08 acres. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&o October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 3 of 18 IV. Approval Criteria SDC 5.12-115 Tentative Plan—General SDC 5.12-120 Tentative Plan Submittal Reauirements A Tentative Plan application shall contain the elements necessary to demonstrate that the provisions of this Code are being fulfilled. EXCEPTION. In the case of Partition applications with the sole intent to donate land to a public agency, the Director, during the Pre -Submittal Meeting, may waive any submittal requirements that can be addressed as part ofa future development application. A. General Requirements. 1. The Tentative Plan, including any required Future Development Plan, shall be prepared by an Oregon Licensed Land Surveyor on standard sheets of 18"x 24". The services of and Oregon registered Engineer may also be required by the City in order to resolve utility issues (especially stormwater management, street design and transportation issues), and site constraint and/or water quality issues. 2. The scale of the Tentative Plan shall he appropriate to the area involved and the amount ofdetail and data, normally 1"= 50; 1"= 100, or 1'= 200'. 3. A north arrow and the date the Tentative Plans were prepared. A The name and address of the owner, applicant, ifdifferent, and the Land Surveyor and/or Engineer who prepared the Partition Tentative Plan. 5. A drawing of the boundaries of the entire area owned by the partitioner or subdivider of which the proposed land division is a part. 6. City boundaries, the Urban Growth Boundary (UGB) and any special service district boundaries or railroad right-of-way, which cross or abut the proposed land division. 7. Applicable zoning districts and the Metro Plan designation of the proposed land division and of properties within 100 feet of the boundary of the subject property. B. The dimensions (in feet) and size (either in square feet or acres) of each lot/parcel and the approximate dimensions of each building site, where applicable, and the top and toe of cut and fill slopes to scale. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 4 of 18 9. The location, outline to scale and present use ofall existing structures to remain on the property after platting and their required setbacks from the proposed new property lines. 10. The location and size of existing and proposed utilities and necessary easements and dedications on and adjacent to the site, including but not limited to sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. 11. Thelocations widths and purpose ofall existing orproposed easements on and abutting the proposed land division; the location ofany existing or proposed reserve strips. 12. The locations ofall areas to be dedicated or reserved for public use, with the purpose, condition or limitations of the reservations clearly indicated. The location of the new division line between Parcel 1 and Parcel 2 impacts the existing Building # 2 and, therefore, does not comply with the current zoning setbacks. Consequently, the removal of Building #2 is being proposed as part of this application. No new development is proposed at this time. The code requirements listed above have been addressed within the plan set provided as a part of this application packet (Exhibit A). Because a great level of information existed for this property, we believe staff would concur that producing the plan on 24" x 36 sheets, rather than 18" x 24", more clearly retains the integrity of this information in a manner that is both clear and concise. B. A Site Assessment of the Entire Development Area. The Site Assessment shall be prepared by an Oregon Licensed Landscape Architect or Engineer and drawn to scale with existing contours at 1 foot intervals and percent ofslope that precisely maps and delineates the areas described below. Proposed modifications to physical features shall be clearly indicated. The Director may waive portions of this requirement if there is a finding that the proposed development will not have an adverse impact on physical features or water quality, either on the site or adjacent to the site. Information required for adjacent properties may be generalized to show the connections to physical features. A Site Assessment shall contain the following information. 1. The name, location, dimensions, direction of flow and top of bank of all watercourses that are shown on the Water Quality Limited Watercourses (WLQW) Map on file in the Development Services Department; N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2@3.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page S of 18 2. The 100 year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision; 3. The Time of Travel Zones, as specified in Section 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Service Department; A Physical features including, but not limited to significant clusters of trees and shrubs, watercourses shown on the (WLQM Map and their riparian areas, wetlands, and rock outcroppings; 5. Soil types and water table information as mapped and specified in the Soils Survey of Lane County; and 6. Natural resource protection areas as specified in Section 4.3-117. The Site Assessment Plan (Exhibit A, sheet 2 of S) contains the information required by Code, as detailed above. C. A Stormwater Management Plan drawn to scale with existing contours at 1 -foot intervals and percent of slope that precisely maps and addresses the information described below. In areas where the percent ofslope is 10 percent or more, contours may be shown at 5 -foot intervals. This plan shall show the stormwater management system for the entire development area. Unless exempt by the Public Works Director, the City shall require that an Oregon licensed Civil Engineer prepare the plan. Where plants are proposed as part of the stormwater management system, an Oregon Licensed Landscape Architect may also be required. The plan shall include the following components: 1. Roofdrainage patterns and dischargelocations; 2. Pervious and impervious area drainage patterns; 3. The size and location ofstormwater 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; A Existing and proposed site elevations, grades and contours; and 5. A stormwater management system plan with supporting calculations and documentation as required in Section 43-110 shall be submitted supporting the N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 6 of 18 proposed system. The plan, calculations and documentation shall he consistent with the Engineering Designs Standards and Procedures Manual to allow staff to determine if the proposed storm water management system will accomplish its purposes. The applicant is not proposing any changes to the impervious areas within this property that would affect the above -detailed Code Criteria. The property is fully developed; therefore, the proposed partition will not create a change in the current stormwater management system. D. A Response to Transportation issues complying with the provisions of this Code. 1. The locations, condition, e.g., fully improved with curb, gutter and sidewalk; AC mat, orgravel, widths and names ofall existing streets, alleys, or other rights-of-way within or adjacent to the proposed land division; 2. The locations, widths and names of all proposed streets and other rights-of-way to include the approximate radius of curves and grades. The relationship ofall proposed streets to any projected streets as shown on the Metro Plan, including the TransPlan, any approved Conceptual Development Plan and the latest version of the Conceptual Local Street Map; 3. The locations and widths ofall existing and proposed sidewalks, pedestrian trails and accessways, including the location, size and type of plantings and street trees in any required planter strip; A The location of existing and proposed traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities, where applicable; 5. The location and dimensions of existing and proposed driveways, where applicable; 6. The location of existing and proposed street lighting: including the type, height and area of illumination; The location of existing and proposed transit facilities; B. A copy of a Right-of-way Approach Permit application where the property has frontage on an Oregon Department of Transportation (ODO1) facility; and N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2@3.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 7 of 18 9. A Traffic Impact Study prepared by a Traffic Engineer, where necessary, as specified in Section 4.2-105A.4. The proposed partition includes the dedication of the easterly extension of M Street through the property to the L Street and 18' Street intersection. The new extension of M Street is considered a local street with a 41 -foot -wide right-of-way and 20 -foot pavement. E. AFuture Development Plan. Where phasing and/or lots/parcels that are more than twice the minimum lot/parcel size are proposed, the Tentative Plan shall include a Future Development Plan that. 1. Indicates the proposed redivision, including the boundaries, lot/parcel dimensions and sequencing of each proposed redivision in any residential district, and shall include a plot plan showing building footprints for compliance with the minimum residential densities specified in Section 3.2-205. 2. Addresses street connectivity between the various phases of the proposed development based upon compliance with TransPlan, the Regional Transportation Plan (RTP), applicable Refinement Plans, Plan Districts, Master Plans, Conceptual Development Plans, or the Conceptual Local Street Map and this Code; 3. Accommodates other required public improvements, including, but not limited to, sanitary sewer, stormwater management, water and electricity; A Addresses physical features, including, but not limited to, significant clusters of trees and shrubs, watercourses shown on the Water Quality Limited Watercourse Map and their associated riparian areas, wetlands, rock outcroppings and historic features; and 5. Discusses the timing and financial provisions relating to phasing. As noted earlier, the proposed partition includes the dedication of the easterly extension of M Street through the property to the L Street and 18th Street intersection. The new extension of M Street is considered a local street with a 41 -foot -wide right-of-way and 20 - foot pavement. F. Additional information and/or applications required at the time of Tentative Plan application submittal shall include the following items, where applicable. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 8 of 18 1. A brief narrative explaining the purpose of the proposed land division and the existing use of the property; 2. If the applicant is not the property owner, written permission from the property owner is required; 3. A Vicinity Map drawn to scale showing bus stops, streets, driveways, pedestrian connections, fire hydrants and other transportation/fire access issues within 200 feet of the proposed land division and all existing Partitions or Subdivisions immediately adjacent to the proposed land division; 4. How the Tentative Plan addresses the standards of any applicable overlay district; 5. How the Tentative Plan addresses Discretionary Use criteria, where applicable; 6. A Tree Felling Permit as specified in Section 5.19-100; 7. AGeotechnical Reportfor slopes of 15 percent orgreater and as specified in Section 3.3-500, and/or if the required Site Assessment in Section 5.12-120B. indicates the proposed development area has unstable soils and/or high water table as specified in the Soils Survey of Lane County; 8. An Annexation application as specified in Section 5.7-100 where a development is proposed outside of the city limits but within City's urban growth boundary and can be serviced by sanitary sewer; 9. A wetland delineation approved by the Department of State Lands shall be submitted concurrently where there is a wetland on the property; 10. Evidence that any required Federal or State permit has been applied for or approved shall be submitted concurrently; 11. All public improvements proposed to be installed and to include the approximate time of installation and method offinancing; 12. Proposed deed restrictions and a draft ofa Homeowner's Association Agreement, where appropriate; 13. Cluster Subdivisions shall also address the design standards specified in Section 3.2-230; N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 9 of 18 14, Where the Subdivision of a manufactured dwelling park or mobile homepark is proposed, the Director may waive certain submittal requirements specified in Subsections A. through M. However, the Tentative Plan shall address the applicable standards listed under the park Subdivision approval criteria specified in Section 5.12- 125.(6286; 6211) As noted, the easterly extension of M Street through the property to the L Street and 18th Street intersection is proposed as a public local street with 41 -foot -wide right-of-way. All public improvements for the new extension of M Street are proposed to be constructed at the time of Parcel 2 redevelopment. SDC 5.12-125 Tentative Plan Criteria The Director shall approve or approve with conditions a Tentative Plan application upon determining that all applicable criteria have been satisfied. If conditions cannot be attached to satisfy the approval criteria, the Director shall deny the application. In the case of Partitions that involve the donation of land to a public agency, the Director may waive any approval criteria upon determining the particular criterion can be addressed as part of a future development application. A. The request conforms to the provisions of this Code pertaining to lot/parcel size and dimensions. The proposed parcels exceed the minimum parcel size and dimension requirements. B. The zoning is consistent with the Metro Plan diagram and/or applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. The current zoning of the subject property is consistent with the Metro Plan. C. Capacity requirements ofpublic and privatefacilities, 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. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tlo October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 10 of 18 The partition application for the subject, fully developed property does propose the extension of the existing M Street stub east of Mohawk Boulevard, through the subject property easterly to a point at the intersection of L Street and 18' Street. The proposed 41 - foot -wide right-of-way width with 20 -foot -wide pavement meets the development standards for a local street. D. The proposed land division shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. Although the subject property is currently fully developed, the extension of M Street through the property provides the required block length and connectivity standards for current Code requirements. 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 ofhistoric 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. The subject property contains none of the physical features outlined above. F. 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 andpublic 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. A new Cross Access & Parking Easement Agreement between Parcel 1 and Parcel 2 will be created similar in nature to the existing agreement, Instrument No. 2019-052746, Lane County Deed Records, being part of the previous partition plat, Land Partition Plat No. 2019-P2892. The proposed dedication of the extension of M Street through the property N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 11 of 18 also provides additional connectivity to adjacent residential areas, minimize the requirements for new driveways on abutting arterial and collector streets. G. Development of any remainder of the property under the same ownership can he accomplished as specified in this Code. This fully developed property complies with current zoning and development code standards. H. Adjacent land can be developed or is provided access that will allow its development as specified in this Code. The proposed partition would not affect any development to the adjacent, fully developed land. L Where the Partition of property that is outside of the city limits but within the City's urbanizable area and no concurrent annexation application is submitted, the standards specified below shall also apply. 1. The minimum area for thepartitioning ofland in the OF -10 Overlay District shall be 10 acres. 2. EXCEPTIONS. a. Any proposed new parcel between 5 and 10 acres shall require a Future Development Plan as specified in Section 5.12-120E. for ultimate development with urban densities as required in this Code. b. In addition to the standards of Subsection 2.a., above, any proposed new parcel that is less than 5 acres shall meet 1 of the following standards: i. The property to be partitioned shall be owned or operated by agovernmental agency or public utility; or ii. A majority of parcels located within 100 feet of the property to be partitioned shall be smaller than 5 acres. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tlo October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 12 of 18 iii. No more than 3 parcels shall be created from 1 tract of land while the property remains within the OF -10 Overlay District. EXCEPTION. Land within the OF -10 Overlay District may be partitioned more than once as long as no proposed parcel is less than 5 acres in size. Not applicable I Where the Subdivision of a manufactured dwelling park or mobile home park is proposed, the following approval criteria apply: 1. The park was approved before July 2, 2001 and is in compliance with the standards in Section 3.2-235 or other land use regulations in effect at the time the site was approved as a manufactured dwelling park or mobile home park; or the park is an approved non -conforming use. In the latter case, a park is in compliance if the City has not issued notice of noncompliance on or before July 2, 2001. 2. The number oflots proposed shall be the same or less than the number of mobile home spaces previously approved or legally existing in the park 3. The external boundary or setbacks of the park shall not be changed. A The use of lots, as shown on the Tentative Plan, shall be limited to the installation of manufactured dwellings; i.e., "stick-built"houses are prohibited. 5. Any other area in the Subdivision other than the proposed lots shall be used as common property, unless park streets have previously been dedicated to the City or there are public utilities in the park All common property shall be addressed in a Homeowner's Association Agreement. a. Areas that are used for vehicle circulation (streets), driveways that serve more than 2lots/parcels or common parking areas, shall be shown in a Tract or easement on the Tentative Plan. b. All other services and utilities that serve more than 1 lot shall be in a Tract or easement. Where a service or utility serves only 1 lot, but crosses another, that service or utility shall also be in an easement shown on the Tentative Plan. C. Existing buildings in the park used for recreational, meetings or other purposes for the park residents shall be in a Tract shown on the Tentative Plan. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 13 of 18 6. Any public utilities shall be within a public utility easement 7. If public utilities or services are required to serve the Subdivision, the park owner shall sign and execute a waiver of the right to remonstrate against the formation ofa local improvement district to provide the public utilities or services. Not applicable SDC 5.12-130 Tentative Plan Conditions To the extent necessary to satisfy the approval criteria of Section 5.12-125, comply with all applicable provisions of this Code and to mitigate identified negative impacts to surrounding properties, the Director shall impose approval conditions. All conditions shall be satisfied prior to Plat approval. Approval conditions may include, but are not limited to: A. Dedication of right-of-way and/or utility easements. 1. Right-of-way, when shown in: TransPlan; transportation elements of refinement plans; or on the most recent Conceptual Local Street Plan Map; and as specified in Table 4,2-1. 2. Easements as specified in Section 4,3-140, when necessary to provide services, including, but not limited to: sanitary sewers, stormwater management, water and electricity, to the site and neighboring properties. The dedication of easements shall also include any easements required to access and maintain watercourses or wetlands that are part of the City's Stormwater Management System. All public improvements are constructed to full urban standards. As previously noted, the dedication of the M Street extension as a local street as part of the recording of the final partition plat. The public improvements for the extension of M Street is proposed to be constructed at the time of Parcel 2 redevelopment. B. Installation of a sight obscuring fence, and/or vegetative screen whenever a party of record or the Director identifies a land use conflict Because there are currently no land use conflicts associated with this property this criterion is not applicable. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&o October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 14 of 18 C. Installation of traffic signals and signs; restricting access to and from arterial or collector streets; requiring a frontage road; restricting and strategically locating driveways; and/or requiring the joint use of driveways to serve 2 or more lots/parcels through a Joint Use/Access Agreement when transportation safety issues are identified by the Transportation Planning Engineer and/or a Traffic Impact Study. This application proposes the removal of Building # 2, as shown on the tentative plans. A new Cross Access & Parking Easement Agreement between Parcel 1 and Parcel 2 will be created similar in nature to the existing agreement recorded as part of the previous partition plat, Land Partition Plat No. 2019-P2892. The proposed removal of Building #2 will not impact nor alter the existing access points located on Centennial Boulevard, Mohawk Boulevard, or 18th Street. The proposed extension of M Street will provide addition access and connectivity for the proposed parcels. D. Modification of the layout of parcel lines caused by the location of streets, required stormwater management systems, including, but not limited to: swales and detention basins or when required by the Geotechnical report specified in Section 5.12- 120. This application proposes no changes or modifications to this fully developed property. E. Installation of a noise attenuating harrier, acoustical building construction and/or site modifications as specified in Section 4.4-110, or similar measures approved by an acoustical engineer registered in the State of Oregon, to minimize negative effects on noise sensitive property from noise found to exceed acceptable noise levels prescribed in the Oregon Administrative Rules or the Federal Highway Administration Noise Abatement Criteria. The partition does not propose or require any changes or modifications as a part of this application. F. Phasing of development to match the availability ofpublic facilities and services, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls when these facilities and services are near capacity, as determined by the Public Works Director or the utility provider. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&o October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 15 of 18 The property is fully developed. All public facilities and services (including utilities, etc.) are currently in place. The dedication of the public right-of-way for the proposed M Street extension will not only provide a new public local street, but also improved sanitary sewer service to any new redevelopment of the partition parcels. G. Submittal of a Land and Drainage Alteration Permit Since this property is fully developed, no alterations or changes are required or proposed that would impact drainage (Not applicable). H. The Director may waive the requirement that buildable City lots/parcels have frontage on a public street when the following apply: 1. The parcel or parcels have been approved as part of a land division application; and 2. Access has been guaranteed via a private street to a public street or driveway by an irrevocable joint use -access agreement This criterion is not applicable because all parcels will have frontage on existing public streets. I. Retention and protection of existing physical features and their functions, including but not limited to: significant clusters of trees and shrubs, watercourses shown on the WQLW Map and their riparian areas and wetlands, by. 1. Planting replacement trees where encroachment is allowed into riparian areas shown on the WQLW Map on file in the Development Services Department; 2. Re -vegetation, including, but not limited to: trees and native plants, ofslopes, ridgelines, and stream corridors; 3. Restoration of native vegetation; A Removal of invasive plant species, based upon the Invasive Plants List on file in the Development Services Department; 5. Relocating the proposed development on another portion of the site; N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tl cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 16 of 18 6. Reducing the size of the proposed development; and/or 7. Mitigation of the loss of physical features caused by the proposed development with an equivalent replacement either on site or on an approved site elsewhere within the City's jurisdiction, as approved by the Director. Not applicable; there are no physical features on the property, as noted above. I The applicant shall submit copies of required permits to demonstrate compliance with applicable. Federal programs, regulations and statues; State programs, regulations and statutes; and/or local programs, regulations and statutes prior to the approval of the Plat. When a Federal or State agency issues a permit that substantially alters an approved Tentative Plan, the Director shall require the applicant to resubmit the Tentative Plan for additional review. Not applicable; there is no impact to, or need to address, State or Federal programs, regulations or statutes. K Approval of a Stormwater Management Planfor the development demonstrating compliance with the applicable provisions of Section 4,3-110 and the Engineering Design Standards and Procedures Manual. Not applicable; this partition is not proposing a change to stormwater. L. Where there are multiple panhandles, compliance with approval criteria Section 5.12-125 shall require construction of necessary utilities to serve all approved panhandle parcels prior to recording the Plat. Not applicable; the subj ect property does not contain any panhandles. M. Where there is a land division with a concurrent annexation application, if there is an existing dwelling, that dwelling shall connect to sanitary sewer prior to recording the Plat. Not applicable; subject property was annexed in 1948. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&cx October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 17 of 18 N. Where there is a land division with a panhandle parcel, ifa noticed party requests screening, a solid screen, as specified in Section A4-110 shall be provided along the property line of the abutting property and the proposed panhandle driveway. Ifa fence is required, the standards of Section 4,4-115 shall apply. Not applicable; the subject property contains no panhandles. O. In the case of the Subdivision of a manufactured dwelling park or mobile home party the following approval conditions shall be completed prior to the recording of the Subdivision Plat; 1. A Homeowners'Association Agreement shall be submitted that discusses the maintenance for all common areas shown in Tracts, unless otherwise specified in the Tentative Plan decision; 2. The recording of any required public or private easements; 3. The signing of a remonstrance waiver and establishment ofa local improvement district, ifpublic utilities are required to serve the subdivision; and A Any other condition of approval required during the Tentative Plan review process Not applicable. P. In the case ofa Partition of property that is outside of the city limits but within the City's urban growth boundary and no concurrent annexation application is submitted, Consent to Annex forms shall be signed and recorded by the property owner prior to recording the Partition Plat. Not applicable. Q. Cluster Subdivisions shall comply with the design standards specified in Section 3.2-230. Compliance may require a deed restriction. Not applicable. N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.tlo October 2023 GES #70693 City of Springfield RE: PA 23-000186; Yett, Map 17-03-25-34, TL 3902 Page 18 of 18 R When required as specified in Section 5.12-120E., the Final Future Development Plan shall he recorded at Lane County at the applicants expense. The applicant shall then deliver a reproducible copy of the recorded Future Development Plan to the Director. (6286; 6212) Not applicable. Conclusion The applicant is proposing a 2 -lot partition in an area designated for mixed use commercial development. The proposal meets code criteria, as demonstrated through this written statement. Both parcels meet the minimum lot size requirements and the frontage requirements, as set forth herein. Parcel 1 has access to public utilities from Mohawk Boulevard and 18th Street. Parcel 2 has access to public utilities from Mohawk Boulevard, Centennial Boulevard and 18' Street. The dedication of the new M Street extension will provide additional access points for both parcels as well as increased availability to public utility improvements. Based on the above analysis and responses of compliance with approval criterion and adopted plans and policies, we believe the requested Tentative Partition should be approved as proposed. If you have any questions about the above application, please do not hesitate to contact us. Respectfully, Vi� l Scott J. o el, P.E., P.L.S. SJG/PGG/ms attachments N:\PUB-DATA\70693-23\TENT PART\NARRATIVE 10-2023.&o VG/n/77/ --4 Pamela G. Goebel PARTITION PLA T REPLAT OF A PORTION BLOCK 6 MOHAWK FIRST ADDITION AND OTHER LANDS FOR MERCURY DIME, LLC SW 1/4 SEC. 25, T.17S., R.3W., W.M. � Z >,R SPRINGFIELD, LANE COUNTY, OREGON FAD LEAD &-TACKS r-� 58944'15' 765.6' AUGUST 15, ,2019 REF IN R.1 -ss 141.88' �'=60' 23.77 17 '¢ SCALE 1 >� SHEET INDEX SHEET 1 PLAT DIMENSIONS SHEET 2 EASEMENTS OF RECORD SHEET 3 NEW EASEMENTS SHEET 4 DECLARATION -SIGNATURES REGISTERED PROFESSIONAL JULY "16 1987 SCOTT J. GOEBEL 2260 RENEWAL, 6/30/2021 PARCEL 2 �ry�h0' 0.59 ACRES IND M4 G MAIL AND ISHER MARKED "LS 60052 (SET IN R.1) 574'13'00'1V_ 1 14.14' 0 v> 00 FND 5/8° IRON ROD 'rye �OO (SET IN R.4) S15'47'00'E FND LEAD & TACK (REF IN R. 1 & IN R.4) "W 5.00' N29'73 07 E 20.92' S60'1 l '01 E 29.29' � CAP ILLEGIBLE S60'47'00E (SET IN R.1) 5.00' - CAP ILLEGIBLE (SET IN R.1) END 5/8" IRON ROD (SET IN R4) LAND PARTITION PLAT N0. 2.0 1 o1 - P ZZ i i Lane County Clerk 2019-046551 RECORDED LANE COONTY SURVEYORS OFFICE Lane County1 Deal and Records I{ Illllllllalll�l�ll�lllllllhllllllllllllllll�I� Di1010LT 701°1 C.S. FILE N0. `b6y $122.00 FILING DATE. l6, ocT, Z-olq �- 616 101161201908:34,27 AM BY. RRRBMT Cm -1 Ns=1 Stn=1 CASHIER 05 54A 13$15.66$moo$61.00 rrCAP ILLEGIBLE CAP ILLEGIBLE (SET IN R.3) (SET IN R.3) CAP ILLEGIBLE (SET IN R.3) SjA, (SET !N R.3) N58'49'12 E CAP ILLEGIBLE 569'46'30"E 28 08- 25.85' (SET !N R.3) 675, 589'5324 E 141.99' 152.99' No, 13,30"E N70'06'00"E CAP Ill R.3) 43426 ' ll 21.71' CAP ILLEGIBLE 30.02' 34.67 + (34.65' R 1/R.2) (SET IN R.3) CAP ELECIBLE l (REF IN R.1) PARCEL 1 f 10.39 ACRES NOTE MST �-- MEASURED DlREC77ON AND DISTANCE EQUALS RECORD REFERENCES R. 1 AND R.2 DIRECTION AND DISTANCE UNLESS OTHERWISE NOTED, + OR FOR NEW PARCEL LINES CREATED PER THIS PLAT. 50' R/W / FND MAG MAIL AND WASHER MARKED 1S 60052 (SET 1N R.1) EAST BOUNDARY BLOCK 6 s ry'O2 /FND MAC MAIL AND - WASHER MARKED 15 r 60052 (SET 1N R.1) NO'TO'24E 14.34' r/ CEN E10J AL BLVD a NC 811-19-000109-TYP2 to >-MUG MIXED USE COMMERCIAL ;na UAP 77-03-7.5-34. TAX LOT 3900 MOHAWK FIRST ADDITION R1J SET MAC MAIL AND WASHER MARKED "GES PLS 2260" IN ASPHALT AT METAL DETECTOR i SIGNAL(SET IN R.1) N SOUTHEAST CORNER BLOCK 6 }U IJ_ MOhl FIRST ADDTRON ll 'a v CURVE C-2 760'00" =R = 231733' N89'49 36 "W 1 = 283.12' 5.42' CHORD = N86'19J6"W 282.94' N89741753'9N 308.56' (SET 1N R.1) REFERENCES R.1 CSF 140146 CLIENT.' MCKAY INVESTMENT CO. SURVEYOR: MICHAEL R. OAHRENS R.2 WARRANTY DEED-STARIlTORY FORM RECORDED 22 OCTOBER 2058 RECEPTION 12008-058256 LCOOR R3 CSF 139567 CLIENT MCKAY INVESTMENT CO. SURVEYOR' MICHAEL R. DAHRENS R.4 CSF J21904 CLIENT MCKAY INVESTMENT CO SURVEYOR: LEE C. PLANTS R.5 MOHAWK FIRST ADDITION BOOK 15, PAGE 23 LCOPR LEGFM CURVE C-1 A= 7DD'00" R = 1706.48' L = 208.73'(SET IN R.1) CHORD = N86'19'35"W 208.60' 25.50' C`2 C-7 1 _ NO' 13 JO E 99.15' (R. 1) 1 (NORTH 104.0' R.5)-- _ 25.50' -FND MAG MAIL AND WASHER MARKED 25 60052 (SET IN R.1) FAD 5/8" IRON ROD WlTN RFD PLASTIC CAP MARKED R.M. LS� 7 0052" N710'24E 1.00' (SET IN R 1) N89'49'36"W 1450-25' (RI) Goebel xngineering & 5urveytllg (WEST 1450.3' R.5) Bu,fA.erie, SurreyYy' land Planning 23684 Bmler Road, Elmira, Oregon 97437 541-6870542 FWD MAC NAIL & - WASHER MARKED "LS 65052" 5.00 WEST(SET IN R.1) "W o „dto 45 50' l HLE. L ST GIND" LC50 BRASSAP (1992) SE A, M. POWERS 9, T175 ROW WM SHEET i OF 4 SET 516" X 30" IRON ROD WITH YELLOW PLASTIC CAP MARKED G.E.S. PLS 2280" OR AS NOTED O FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DAHRENS, CS 60052" OR AS NOTED ❑ NOTHING FOUND, NOTHING SET () DATA OF RECORD END FOUND R/W RIGHT-OF-WAY CSF COUNTY SURVEY FILE LCODR LANE COUNTY OREGON DEED RECORDS LCOPR LANE COUNTY OREGON PLAT RECORDS LCSO LANE COUNTY SURVEYOR OFFICE CURVE C-1 A= 7DD'00" R = 1706.48' L = 208.73'(SET IN R.1) CHORD = N86'19'35"W 208.60' 25.50' C`2 C-7 1 _ NO' 13 JO E 99.15' (R. 1) 1 (NORTH 104.0' R.5)-- _ 25.50' -FND MAG MAIL AND WASHER MARKED 25 60052 (SET IN R.1) FAD 5/8" IRON ROD WlTN RFD PLASTIC CAP MARKED R.M. LS� 7 0052" N710'24E 1.00' (SET IN R 1) N89'49'36"W 1450-25' (RI) Goebel xngineering & 5urveytllg (WEST 1450.3' R.5) Bu,fA.erie, SurreyYy' land Planning 23684 Bmler Road, Elmira, Oregon 97437 541-6870542 FWD MAC NAIL & - WASHER MARKED "LS 65052" 5.00 WEST(SET IN R.1) "W o „dto 45 50' l HLE. L ST GIND" LC50 BRASSAP (1992) SE A, M. POWERS 9, T175 ROW WM SHEET i OF 4 PARTITION PLA T REPLAT OF A PORTION BLOCK 6 MOHAWK FIRST ADDITION AND OTHER LANDS FOR MERCURY DIME, LLC SW 1/4 SEC. 25, T.17S., R.3W., W.M. SPRINGFIELD, LANE COUNTY, OREGON AUGUST 15, 2019 END LEAD ITACKS REF !N R. i SCA1 '"=60' LE N / / NOTES AND 1. NO BUILDINGS, STRUCTURES, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. 15.00' SPECIAL Fxr.FvnnN $'15 - - pri Iry --- - F- _---_---- rt''7 ice' �ij478, �_ 589'4040"W 27f.60�� j (SET IN R.: SPECIAL EXCEPTION ,j18 CAP ILLEGIBLE (30' WIDE) (SET IN R.3) CAP ILLEGIBLE • i SPECIAL ExCFPAON ,>�'16 (SET IN R.3) ` (f0' WIDE) WEMMTS OF RE ORD pARCE�L 1 PRELIMINARY TITLE REPORT 0313012 DATED ? 9 ACRES2799' i 17 JUNE 201 0.9 l eJSpEm i � f Z5 -! Z LANE COUNTY SURVEYORS OFFICE C.S. FILE NO. yM02- FILING DATE: Ib, oLT1 2.o"I --CAP ILLEGIBLE — ----------- r (SET IN R-3) � CAP ILLEGIBLE _. ------------ JL SPECIAL EXCEPTION #14 // PARCEL 2 (5, W/o,-)/ 0,59 ACRES FND MAG MNL ANDWASHER / MARKED "LS 60052"(SET IN R. 1) / S ET SHEET 1 PLAT DIMENSIONS , END 518- IRON SHEET 2 EASEMENTS OF RECORD 1 ROD (SET IN R.4) SHEET 3 NEW EASEMENTS END LEAD & SHEET 4 DECLARATION—SfGAIATURFS TACK REF IN R. l & IN R.4 END 518 -IRON / OD (SET IN R.4) CAP ILLEGIBLE REGISTERED Al (SET 1N R.3) PROFESSIONAL LAND SURVEYOR �y LEGD Q SET 5/8" X 30"1 00N ROD WITH YELLOW f 0/ PLASTIC CAP MARKED 'GES. PLS 2280" I OR AS N07ED 0 JULY 6 1987 Ooo �� O FOUND 5/8" IRON ROD WITH YELLOW SCOTT J. GOEBEL / ^p PLASTIC CAP MARKED 'CKHREN5, LS + 2280 60052" OR AS NOTED RENEWAL: 6/30/2021 / 01� \ ❑ NOTHING FOUND, NOTHING SET FND MAG MAIL AND WASHER B\� MARKED Is 60052'(SET IN R.1) zr1 EAST BOUNDARY BLOCK 6 asp. MOHAWK FIRST ADDITION SET MAG MAIL AND WASHER ^ SPECIAL EXCEPTION / MARKED "GES PLS 2280'" 1N N / ASPHALT AT METAL DETECTOR I SIGNAL(SET IN R. f) e SPECIAL EXCEPTION ,I14Y3 o (!F UTILITIES EXIST WITHIN o / FIND MAC MAIL AND -� WASHER MARKED "LS o I VACATED CENTENNIAL BLVD) o h fi0052"(SET IN R.1) z h N89'4 f53E 283.64 z / - - � - - - - T -' - -- -� CENTENNM BLVD i FND MAC MAIL AND WASHER MARKED "LS 60052 (SET 1N R 1) USE ON 7. EASEMENTS NOTES, CONDR10N5, RES0077ONS AND DEDICATIONS AS SHOWN, SET FORTH, AND/OR DELINEATED ON THE RECORDED PLAT OF MOHAWK FIRST ADDITION, RECORDED 1N RECEPTION NC F015 S023 LANE COUNTY OREGON PLAT RECORDS. 9. EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO FIRST NATIONAL BANK BY INSTRUMENT RECORDED FEBRUARY 5, 1963 RECEP7ION NO. 7963-098548, LANE COUNTY OREGON DEED RECORDS. 10. PUBLIC UTILITY EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF SpMNGFIELO, RECORDED JUNE 17, 7963, RFCEPTION NO. 1 9 63-0 1 3832. LANE COUNTY OREGON DEED RECORDS 11. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GA/di7ED TO NORTHWEST NATURAL GAS COMPANY, BY INSTRUMENT RECOROED SEPTEMBER 19, 1951, RECEPTION NO. 1961-044.347, LANE COUNTY OREGON DEED RECORDS I I I I I III II I I �I I I I I I I I i II 12 PUBLIC U7I1ITY EASEMENT, RESERVED BY THE CITY OF SPRINGFIELD, IN ORDINANCE NO. 1808, ! i RECORDED MAY 1, 1972, RECEPTION NO. 1972-097020, UNE COUNTY OFFICIAL RECORDS, VACA77NG A PORTION OF CENTENNIAL BOULEVARD. ^I 13. IASEMENT FOR URL171E5; IF ANY SUCH EXIST WITHIN THE BOUNDS e7F THAT PORTION OF � I CENTENNML BOULEVARD, NOW VACATED. 14. LASEMENT, 1NCLUDINC THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF SPRINGFIELD. RECORDED NOVEMBER 6, 1973 RECEPTION NO. 1973-050377, UNE COUNTY OFFICIAL RECORDS I 15. EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF SPRINOAELD, RECORDED JANUARY 17, 1977, RECEPTION N0, 1977-002804. UNE COUNTY OFFICAL RECORDS. 16. E46EMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF j SPRINGFIELD, RECORDED JANUARY 77, 7977, RECEPTION NO. 1977-002605. LANE COUNTY OFFICIAL RECORDS. I 17. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF SPRINGFIELD, RECORDED SEPTEMBER f4. 1996, RECEPTON NO. 1998-07J229 UNE COUNTY OFFICIAL RECORDS. 18 DECURATTON OF CROSS EASEMENT5, INCLUDING THE TERMS AND PROVISIONS THEREOF, AS RECORDED NOVEMBER 22, 200.5, RECEPTION N0. 2005-093.158, UNE COUNTYDEEDS AND RECORDS. I �I NS Lane County Clerk I Lane County Deeds and Records 2019-046551 h IIIIII1111IIIIIIIIIIIIIIIIIII1IIIiIIIIIIIIIIIIIII $122.00 01818748201800485510010019 1011612019 08:34:27 AM RPR -PART pd=1 P9,1 Sm=1 CASHIER05 —f $4000S1000$11 nc 581 U l I I -------------� SPECIAL EXCEPTION I12 J_ FN0 MAG NAIL & (8' WIDE) I FND 5/8' IRON ROD WITH RED - — - T WASHER MARKED 25 — - END 5C GIP MARKED R.M. LS SPECIAL EXCEPTION 410 60052" 5.00' PLA0052' N77024 E 1.00' (8' WIDE) WESf(SEf IN R.1) (SET IN R.l) Goebel Engineering do Surveying 23684 BuHBr ROad, Elmira, Ore®on 97477 541-867 0542 —CAP ILLEGIBLE (SET IN R.3) NO'l 1'34E 4.74' I L_ M ST SPECIAL EXCEPTION }Y6 (10' WIDE) AL EXCEPTION jf7 WIDE) Ili ST CIAL EXCEPTION 41 WIDE) SHEET 2 OF 4 FAEN:IPUB-D1TA170576-1510W6�IENI6A`_ PARTITION PLA T REPLAT OF A PORTION BLOCK 6 OF MOHAWK FIRST ADDITION AND OTHER LANDS FOR MERCURY DIME, LLC SW 1/4 SEC. 25, T.17S., R.3Wa, W.M. N F !N R& TACK !N SPRINGFIELD, LANE COUNTY, OREGON CSF 421904 AUGUST 15, 2019 SCALE 1 M-60' N �' • PARCEL 2 0.59 ACRES SHEET INDEX FWD IRON ROD 33.53\ SHEET 1 SHEET 2 SHEET 3 SHEET 4 PLAT DIMENSIONS / (SET IN R. EASEMENTS OF RECORD FND 518 -IRON NEIN EASEMENTS / ROD (SET IN R.4) OECLARA7lON-SIGNATURES FND LEAD &TACK REF -tea L11 Lane County Clerk Lane County Deeds and Records 2019"046551 1111111t 2019004655100100191111111111111111111 $122.130 61811a74810/2612019 08,34:27 AM RPR -PART Cn1 i Stn=1 CASHIER 05 540.00 $10.00 $11.00 $9100 O N C /.; . -- vk/'/ L2 RFC / LCODR • '/ 1' xhd'y SS'g391\ 9�\¢ J 0 1r3� �s\ 1p J`9o, f IN R. 1 & IN R.4 Ll'VSs 6.87' ss- Ap S36'44'30"E 26.08' RECISTEREI / REFER TO DETAIL 'A' PROFESSIONAL / �' '-�. !,q 529'02'34"W 12.00' _ AND SURVEYOR �' . ' 10.00' .. r6. - S6psc C R pp 2 JULY i6 1957 p' SCOTT J. GOEBEL2280 ��r/ •p RENEWAL: 6130/2021 O�Q/ o� NEW S.U.B. ELECTRIC EASEMENT (TRACT 1) REC #2019- O 4 4S 51- 1 LCODR / FND MAG MAIL AND WASHER MARKED LS 60052 (SET IN R. 1) / FND IRON ROD -� (SET IN R.4) \ / • 5!547'00 E� 5.64' / S£T MAG MAIL AND WASHER 51547'00'i MARKED "GES PLS 2280" IN 1.43" ASPHALT AT METAL DETECTOR SIGNAL(SET IN R.1) FND MAG MAIL AND WASHER MARKED "LS 60052 (5ET IN R1) PARCEL 1 10.39 ACRES S6047 00'x' 500' CAP ILLEGIBLE (SET IN R.1) DETAIL 'A' NOT TO SCALE CENTENAUL BLVD FND MAG MAIL AND WASHER MARKED LS 60052"(SET IN R.1) RECORDED PATE: 11n,OCT 201 RK El SET 5/8" X 30" IRON ROD W77H YELLOW PLASTIC CAP MARKED 'GES. PLS 2280" OR AS NOTED FOUND 5/8" IRON ROD W1714 YELLOW PLASTIC CAP MARKED OAHRENS, LS 60052" OR AS NOTED NOTHING FOUND, NOTHINC SET SPRINGF`i UTILITY BOARD EASEMENT RECEPTION LANE COUNTY OREGON DEED RECORDS '30"W 31.2!' PZ a"ll LANE COUNTY SURVEYGRS OFFICE C.S. FILE NO. Lii FILING DATE: 16,l I —N6075726"W 20.58' NEW S.U.B. ELECTRIC EASEMENT (TRACT 2) REC ,¥2019- 04E$SSZ LCODR —N29'OZ'34 E 9.89' r sBo - .?y 1s�. OS- 70.00' ash.. \ 588'51'49 W 277.16; .._..--_All f'49;E 279.6!'.._..,.._.. EASEMENTS LINE TABLE NUMBER DIRECTION LENGTH L 1 N6273 0 "W 43.09' L2 N39'41'53 E 55.62' L3 N50'18'07"W 10.00' L4 S39'41'53"W 111.16' L5 S29'1307"W 54,98' L6 562'23O3E 44.99' L7 560.4653E 54.55' L8 I 11 32.92' L9 N60 -47.00-W 19.52' tin S88"2328 -W 1 13.40' ILII N60'46 53'Y' S 1.802' -FND 5/8" IRON ROD WITH RED PLASTIC CAP MARKED R.M. IS 60052" N7'1024'E 1.00' (SET IN R.1) 11-19-000109-7YP2 to Goebel Engineering & Surveying MIXED USE COMMERCIAL ti gaglaeering 5arve,lag Lad Plaaalag P 17-03-25-34, TAX LOT 3900 23884 Bulky Rad, Elmira, Oregon 47437 541-6879542 FND MAG NAIL & WASHER MARKED LS 60052" 5.00' WEST(SET IN R.1) I M ST - L ST 1 SHEET 3 OF 4 FILE. N }PU6-oAYA�70576-1BSOwc\1 Nroi NO. PARTITION PLAT RECORDED DATE: �C O7LT 7AN1 REPLAT OF A PORTION BLOCK 6 OF MOHAWK FIRST ADDITION 0Y� AND OTHER LANDS FOR MERCURY DIME, LLC SW 1/4 SEC. 25, T.17S., R.3W., SPRINGFIELD, LANE COUNTY, OREGON AUGUST 15, 2019 SURVEYOR'S CERTfMATE I, SCOTT J. GOEBEL, A PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT 1 HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LAND REPRESENTED ON THIS PLAT, AND THAT THE INITIAL POINT IS THE 5/8' X 30' IRON ROD WITH A YELLOW PLASTIC CAP MARKED M4HRENS LS 60052" SET IN SURVEY J40146, AT THE SOUTHWEST CORNER OF THE FOLLOWING PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SEC71ON 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; SAID PARCEL BEING THE FOLLOWING DESCRIBED PLAT. BEGINNING AT A POINT BEING NORTH 8941'53" WEST 308.56 FEET (RECORD 308.64 FEET) AND SOUTH 0'1024" WEST 14.34 FEET FROM THE SOUTHEAST CORNER OF BLOCK 6 OF MOHAWK FIRST ADDITION, AS PLATTED AND RECORDED IN BOOK 75, PAGE 23, WJE COUNTY OREGON PLAT RECORDS; AND RUNNING THENCE NORTH 0'1024" EAST 14.34 FEET, THENCE NORTH 4'2451' EAST 104.15 FEET, THENCE NORTH 70'22'19" WEST 133.24 FEET TO THE EASTERLY MARGIN OF MOHAWK HIGHWAY, THENCE ALONG SAID EASTERLY MARGIN NORTH 29'1307" EAST 194.69 FEET, THENCE LEAVING SAID E45TERLY MARGIN AND RUN SOUTH 60'47'00" FAST 90.00 FEET; THENCE NORTH ,29'13'07' EAST 95.00 FEET, THENCE SOUTH 15'47'00" FAST 7.07 FEET,• THENCE SOUTH 60'47'00" EAST 5.00 FEET; THENCE NORTH 29'13'07" EAST 80.00 FEET, THENCE NORTH 601 WEST 5.00 FEET,• THENCE SOUTH 74'i3'00" WEST 14.14 FEET, THENCE NORTH 60'47'00" WEST 85.00 FEET TO SAID FASTFRLY MARGIN OF M"WK HIGHWAY, THENCE ALONG 541D EASTERLY MARGIN NORTH 29'I3'07' FAST 183.70 FEET, THENCE LEAVING SAID EASTERLY MARGIN RUN SOUTH 894415' EAST 165.65 FEET TO THE FAST UNE OF SAID BLOCK 6; THENCE ALONG SAID EAST LINE NORTH 0.13'30" FAST 21.71 FEET; THENCE LEAVING SAID EAST LINE RUN SOUTH 89'4630" EAST 1`41.99 FEET,• THENCE NORTH 70'06'00" EAST 30.02 FEET THENCE SOUTH 7428'08" EAST 62.15 FEET; THENCE SOUTH 895324' EAST 152.99 FEET,- THENCE NORTH 58'49'12" FAST 25.85 FEET;• THENCE SOUTH 89'4826" EAST 34.67 FEET TO THE WEST MARGIN OF 18TH STREET; THENCE ALONG SAID WEST MARGIN SOUTH 0'1134' WEST 692.06 FEET TO THE NORTH MARGIN OF CENTENNIAL BOULEVARD; THENCE LEAWNG SAID WEST MARGIN AND RUNNING ALONC THE NORTH MARGIN OF CENTENNIAL BOULEVARD THE FOLLOWING FOUR (4) COURSES: 1) NORTH 894936' WEST 252.70 FEET, THENCE 2) ALONG THE ARC OF A 1708.48 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS NORTH 86'19'36" WEST 208.60 FEET, A DISTANCE OF 208.73 FEET, THENCE 3) ALONG THE ARC OF A 2317.33 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS NORTH 86'19'36" WEST 282.94 FEET, A DISTANCE OF 28312 FEET; THENCE 4) NORTH 89'4936" WEST 5.42 FEET TO THE POINT OFFBBBEGIGI,NjyNING, IN SPRINGFIELD, LANE COUNTY, OREGON. - If PLS 228 REGISTERED PROFESSVONAL LAND SURVEYOR N JULY 5 1887 SCOTT J. GOEBEL 2280 RENEWAL 6/30/2021 MN NOTES AND RESTRICTIONS LANE COUNTY SURVEYORS OFFICE C.S. FILE NO. 911 FILING DATE, l(D,ocT,U'M I Lane County Clerk 2019-046551 Lane County Deeds and Records IIIIII E11111111ll1INIII1[11111111111111111 $122.00 W. M. o1s1a74szo1da 96 101161201908 34:27 AM RPR PART Cnr1 Pgs=1 SIn=1 CASHIER 06 $40.00 $10.00 511.00 $61.00 1. NO BUILDINGS, STRUCTURES, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC U77LIT' EASEMENT 2, C.C. W' R. AFFECTING BLOCK 6, MOHAWK FIRST AODTHON IN DECLARATION RECORDED OCTOBER 7, 1949, RECEPTION NO. BOOK 403, PAGE 9J LANE COUNTY OREGON DEED RECORDS. 3. COVEAMIN,, CONOIDON3, RESTRIC7005 AND FASEMENTS, INCLUDING THE TERMS AND PROVISIONS THERFOF (BUT OMITTING COVENANTS OR RESTiP1CTMIS, IF ANY, S45ED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMIUAL STATUS MARTIAL STATUS, IN5ADTI HANDICAP, NATTOAWL ORIGIN• ANCESTRY, OR SOURCE OF 1NCOME,, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW) IN DECLAR48ON RECORDED OCTOBER 7, 1949, RECEPTION N0. 8403 P09S LANE COUNTY OREGON DEED RECORDS (AFFECTS Th4T PORTION OF PLAT W1Th4N MOHAWK FIRST AODl M). 4. RESTRICTNE COVENANTS, INCLUDING THE TERMS AND PROWSIONS THEREOF, RECORDED NOMWEER 22. 2005, RECL'P71(k4 N0. 2005-093359, UNE COUNTY DEERS AND RECORDS. DECLARATION KNOW ALL MEN THAT MERCURY DIME LLC, 15 THE OWNER 1N FEE SIMPLE OF THE LAND OESCRIBED HEREON AND THAT IT DOES HEREBY PARTITION AND PLAT IN ACCORDANCE WITH CHAPTERS 92 AND 209 OF THE OREGON REVISED STATUTES THE SAME AS SHOWN HEREON. THE DECLIRANT ALSO CREATES A VARMBLE WIDTH PUBLIC SPRINGFIELD UTILITY BOARD EASEMENT -ELECTRIC ACROSS PARCEL 1 AND PARCEL 2, AS RECORDED IN RECEPTION 12019- n iII . LCODR. THE DECLARANT ALSO ACKNOWLEDGES THE EXISTING EASEMENTS AS DEPICTED ON SHEET 2 OF 4 OF THIS PLAT,- SAID EASEMENTS BEING SPECWL EXCEPTIONS 7-79 OF CASCADE TITLE COMPANY PRELIMINARY TITLE REPORT ,0313012, DATED 17 JUNE 2079, �Amm III i ACKNOWLEDGAGW STATE OF OREGON ) COUNTY OF LANE ) SS ON THIS 'i DAY OF (Ujnb:&r 2019 PERSONALLY APPEARED BEFORE ME THE ABOVE NAMED SR YETT AS THE MANAGING MEMBER OF MERCURY DIME LLC, KNOWN TO ME TO HE THE IDENTICAL PERSON WHO EXECUTED THE FOREGOING INSTRUMENT AND IT DOES HEREBY ACKNOWLEDGE SAID INSTRUMENT TO BE ITS VOLUNTARY ACT AND DEED. il/1.4X NDTARY SIGNATURE PRIMED NAME OF NOTARY NOTARY PUBLIC FOR OREGON COMMISSION NO. N DINN 0 ) MY COMMISSION EXPIRES•` � l5 f `71 . I-/I?,yLh � Goebel I�ugineering Surveying HLaineeriq: Surveying land PlenninQ 23884 Budel Road, E3mira, OIe9m 97437 541687-0542 NARRATIVE THIS SURVEY WAS PERFORATED AT THE REOUEST OF THE OWNER. THE PURPOSE OF THIS SURVEY WAS TO PAR77770N THE PARCEL DESCRIBED 1N THAT STATUTORY WARRANTY DEED RECORDED 22 OCTOBER 2008 IN RECEPTION NUMBER 2GOB-058256, LANE COUNTY OREGON DEED RECORDS. THE BASIS OF BEARINGS FOR THIS SURVEY HELD THE FOUND MONUMENT AT THE NORTHWEST CORNER OF THIS PAffR77ON AND THE FOUND MONUMENT LOCATED ON THE EAST BOUNDARY OF BLOCK 6 OF A40MWK FIRST ADDITION, SAID MONUMENTS ARE AS SHOWN IN COUNTY SURVEY FILES ,4.39567 AND 40146. THE EXTERIOR BOUNDARIES OF IRIS SURVEY HELD THE MONUMENTS AS SET AND REFERENCED IN SAID COUNTY SURVEYS X439557 AND 40146. THE INTERIOR DIVISION LOT LINE WAS ESTABUSHED AS INSTRUCTED BY THE PARTlONER. A TRIMBLE S6 TOTAL STATION AND ASSOCIATED EOUIPMENT WERE USED TO PERFORM THIS SURVEY. it% m,,�� SHEET I PLAT DIMENSIONS SHEET 2 EASEMEN7S OF RECORD SHEET 3 NEW EASEMENTS SHEET 4 DECLAP477ON-SIGN47URES APPROVALS 1 R 01 !NG P T�]IT�SESSOR oCi•q, ZM SHEET 4 OF 4 FttE W.APUB-A4TAA70576-19,DWG17WW SEE MAP 17032532 Pcae+ FORASSESSMENTAND TAXATION ONLY 4401 DAAC 2 SEE MAP 17032533 41 v Q14 i i 449 9 3903 059AC PCL 2 f S S.E.1/4 S.W.1/4 SEC. 25 T.17S. R.3W. W.M. Lane County 1" = 100' 4300 0.42AC xeP.pz>w ,m A� 4190 I 4101 3.09 AC I i i 1. 4200 0.36 AC FYCf=i3] 3902 10.39AC PCL1 019-00 r (Y)% 6300 0.14 AC W400 4AC � 6500 80.15 AC 8700 8800 0.25 AC REVISIONS L �73 11, LCA T 174- CONVERTWIPTOGIS a1w2011-LCAT -4---_°°---------- IX 25 12-LCI174-MISC WIP CORRECTION 1VWf2019-LCAT174-GANG TL3 INTO MNP2892 9L28f2021-LCAT148- ------- fftNTENNIAL - - - - - - - - - BLVD - 148 -WN OF TL39D3 CVT TO ROAD OL28f1021-LCAT 1,°.>ewu - -_ yg---------------- -------- oxi x°w c y'ffEfi�i�fL��`i�f JL 3800 S.21048 I a ' 4502 I 2 0.16AC 2800 84699 145 5900 -a 6000 5499 026 AC 2700 ,rc 6200 W 4501 0.64 ac rW�/ ------------ ""____________! - I LOT 4 9.18 , I Co 4390 8 sr r _ ON I ry 4800 i 4880 5000 5100 0.28 ACI 5200 5300 5409 6600 0.14 AC 0.14 AC 0.14 AC I 5599 15690 I 5790 5800 0.52 AC (/� W R I , I I I I I I i I C+ SEE MAPS° "'"" �1 17033821 - - - - - _ _ _ 6300 0.14 AC W400 4AC � 6500 80.15 AC 8700 8800 0.25 AC REVISIONS L IX42B2011- LCA T 174- CONVERTWIPTOGIS a1w2011-LCAT 74-CPNC TL4B INTOTL481p IX 25 12-LCI174-MISC WIP CORRECTION 1VWf2019-LCAT174-GANG TL3 INTO MNP2892 9L28f2021-LCAT148- PIN OF TL 3991 OUT TO ROAD OL28f1021-LCAT 148 -WN OF TL39D3 CVT TO ROAD OL28f1021-LCAT 148 -WN OF TL44U CVT TO ROAD 17032534 SPRINGFIELD LCATSKP- M21412-2809:48 zi SEE MAP CANCELLED _ 17032542 21010 2701 3400 4000 x 100 I 4100 'l o2z ac 402 :904: 401 700 4400 'k "0. 17 AC I , 800 900 1 I , 0.27AC 0.27AC 0.27AC 4600 4700 200 400 1f' 601 501 028AC 1 \ 0.07 AC ry r 5400 55002 1�1 �\� 5600 300 0 12 AC `\ 5700 50 5800 $ Im 4 0.09 A,c _1 r 5900 .� 1 5 6 7 8 9 6000 6100 �'�� '�� '��'�'i �'�Y�'�'y' 7100 --------,r 7300 ' 1600 1500 1400 1300 7500 8 1200 1100 1000 7900 0.16AC I 0.16AC 0.18AC 0.17AC 0.17AC 8000 18 1700 81002200 i 4900 L 3900 I 1800 2000 2489 �I 1 Wi 1900 I 'I 1 U) 8 2400 s 026AC 2300 ° 2301 ' 0.36 AC 045AC ' 2500 2600 0.32AC 7200 0.23 AC L - -vci.a 3600 = 0.3AC _o nLi 7800 7800 00 S.41141< /�� r ,ssx 3700 I 0.44 AC oxi x°w c 5.2124 JL 3800 7200 0.23 AC STREET 3500 3909r3,42 3403 3401c oZy4Ac14AC\ l� 3000 13100 13200 13300 0.19AC 0.16AC 0.16AC 0.16AC 3406 3405 3404 1.15 AC 0.15 AC 0.15AC �(J 7302 7401 I 13900 Ln AG �, J 7700 .28A 7901 l 0.16AC 024AC 0.28 AC n Ar 710}��O` 7102 " ------ m - -vci.a A 011��.x°,-, I _o nLi 7800 7800 I S.41141< /�� 7400 0.23 AC 026 AC I 0.14 AC I oxi x°w c 5.2124 ' I :0.11 AC $0.14 AC S.21048 I a 2794 0.16AC 2800 2900tl '-------- 0.28 AC 026 AC 2700 ,rc STREET 3500 3909r3,42 3403 3401c oZy4Ac14AC\ l� 3000 13100 13200 13300 0.19AC 0.16AC 0.16AC 0.16AC 3406 3405 3404 1.15 AC 0.15 AC 0.15AC �(J 7302 7401 I 13900 Ln AG �, J 7700 .28A 7901 l 0.16AC 024AC 0.28 AC n Ar 710}��O` 7102 " ------ m - -vci.a A 011��.x°,-, _o nLi 7800 7800 08002 ' S.41141< /�� 7400 0.23 AC 026 AC p AC 0.14 AC >Ok%X16 PCL.2 6900 7000 5.2124 :0.11 AC $0.14 AC S.21048 8001 yN 0.16AC PCL1 ,rc SEE MAP SPRINGFIELD 17032534 EXISTING IMPROVEMENTS PAVEMENT AREA: 316,332 SF BLG 1: 48,956 SF BLG 2., 48,656 SF BLG 3.• 3,976 SF BLG 4., 2,651 SF BLG 5., 5,038 SF SIDEWALKS & LANDSCAPE., 27,203 SF TOTAL AREA PROPERTY: 10.39 ACRES ALL EXISTING IMPROVEMENTS EXCEPT BUILDING 12 TO REMAIN. O NO NEW IMPROVEMENTS PROPOSED. ZONING MIXED USE COMMERCIAL INDEX FRONT YARD: COVER SHEET BUILDING NONE PARKING & OUTDOOR STORAGE. 10' INTERIOR YARD., TENTATIVE PLAN -DIMENSION PLAN BUILDING 10' PARKING & OUTDOOR STORAGE. 5' OWNERSHIP THE APPLICANT DOES NOT OWN ANY LAND ADJACENT TO THE SUBJECT PROPERTY. PARCEL AREAS PARCEL 1: 6.31 AC PARCEL 2: 4.08 AC TOTAL AREA: 10.39 AC SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE ASSESSMENT OF EXIS77NG CONDITIONS SHEET 3 TENTATIVE PLAN -EXISTING IMPROVEMENTS SHEET 4 TENTATIVE PLAN -DIMENSION PLAN SHEET 5 TENTATIVE PLAN -EASEMENTS OF RECORD 14 / / ro \ \\ 560'11'01 E > \ 29.29'1 / / oZ2j9V IFI /-------------------- --� -- _ CENTENNIAL BLVD I / S15.1hO E / J 7.07'-T '��-------\` I /i----------------- /' I I MAP 17-03-25-34, TAX LOT 3900 0 I 1 EAST BOUNDARY LOT 1, BLOCK 6 ' MOHAWK FlRST ADD/TION ' \ I\\?\'7 `` \ 30.02' _NO'13'30 E 152.99' 21.71' / BLG 1 i TAX LOT 3902 i 10.39 ACRES \\'\ PARCEL 1 \ 6.31 ACRES 5.00' \ \ \ \ O'�• \ \ \ �S o \ • N58'49'12 E 25.85' // \\\ BLG 2 \\\\ • `\ `^ \ (TO BE REMOVED) \\ I PARCEL 2 / CURVE DATA \\ / r =49.23 J31733RD=S89'13'03 E 49.23] T / NEW PUBLIC STREET I WITH 7' PUE� L— fS'89'2B=E�49.95j- — — — — — — — — NEW 5' WIDE SIDEWALK (TYP) N 40 0 40 80 SCALE IN FEET 244105.E----- -NEW PARCEL III I I DIMENSIONS (TYP) � BLG 4 1 I� 50 II I I -----I L— ------ N89'49 36"W 5.42' [CURVE 1.7 60 CURVE 21 � ARC=208.73' R=1708.48' CHORD=N86'19'36'W 282.94' CHORD_ _ — _ — _ — _ — - —— — — — — — =N86'19'36"W 208.60' 255.27' 15' -—Ng9g4gd04L- r- — - — - — - — ------------ '6 — - — - — -- -------------- I N ARC -23335 Z O z O I R=231733' CHORD=S85'43'27E 233257 �\ BLG 3 `-� I I ^ I I O 0 ' \ ' al I a d� ARC=101.697 R=200.007 PARCEL 2 CHORD=S75' 14 26 E 100.60 J 4.08 ACRES O �N N BLG 5 1 N89'49 36"W 5.42' [CURVE 1.7 60 CURVE 21 � ARC=208.73' R=1708.48' CHORD=N86'19'36'W 282.94' CHORD_ _ — _ — _ — _ — - —— — — — — — =N86'19'36"W 208.60' 255.27' 15' -—Ng9g4gd04L- r- — - — - — - — ------------ '6 — - — - — -- -------------- I N Z O z O I z z i` O tO I a d� tf9 I U' O �N N 7+ M p; 0 O c7 py q I �o a Pq W d� F z W ccQ W J O Z O Q ZZ y o a N o 0 o a c Z luN O �N N c7 J O w j �Z� mo c7 SHEET 4 of5