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HomeMy WebLinkAboutApplication APPLICANT 9/29/2009 ;City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 . . Site Plan Review A licant Name: Jock Gibson Phone: 541.998.8544 Com an : Gibson & Gibson, LLC Fax: 541.998.4667 Address: 1120 I Street, Junction Ci L." ~ A Iicant's Re .: Kristen Ta lor Phone: 541.687-7902 Com an : Address: TBG Architects & Planners/lnc Fax: 541.687.0625 A~:_:"'>. ,,_-. Gibson & Gibson, LLC Phone: 541.998.8544 Fax: 541.998.4667 1120 I Street, Junction Ci , Oreoon 7488 ASSESSOR'S MAP NO: 17-02-35-32 TAX LOT NO S 5317 6898 Main Street 32,236 s uare feet or 0.74 acres Acres ~ S uare Feet ~ Pro osed Name of Pro"ect: 69th&MainRetailAddition Description of Pro osal: Use: If you are filling in this form by hand, please attach your proposal description to this application. A building addition to the existing 2,900-square-foot Dari M~rt convenience store building including a minimum of two retail tenant spaces totaling approximately 4,600 square feet and the update of the site inrrastructure and arkin associated with the addition. Associated A lications: Pre-Sub Case No.: PR.e2co Si ns: COd.-S Date: Reviewed b lJ1L- Case No.: Date: Reviewed b ~ '.00 Posta e Fee: $ A Ii cation Fee: $ ~L.\-&.OO TOTAL FEES: $ ECT NUMBER: 'Pr2J2.lJ07-0IJO?'& Revised 1/1/08 Molly Markarian 1 of 8 . . 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. Pre-Submittal The undersigned a nowl dges that the information in this application is correct and accurate for scheduling of the Pre- Submi ill Me Ing. Owner: Signa re ~ ~O<l..I<'" Date: - O/q- Print ?;,~~/ / Submittal 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. Owner: Date: Signature Print PRE-SUBMITTAL REC'D SEP 2 9 l009 Revised 1/1/08 Molly Markarian 2 of 8 . Site Plan Review Application Process .\ 1. Applicant Submits a Site Plan Review Application for Pre-Submittal . The application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet. . A pre-submittal meeting to discuss completeness is mandatory, and pre-submittal meetings are conducted every Tuesday and Friday, from 10:00 am - noon. . Planning Division staff strives to conduct pre-submittal meetings within five to seven working days of receiving an application. 2. Applicant and the City Conduct the Pre-Submittal Meeting . The applicant, owner, and design team are strongly encouraged to attend the pre- submittal meeting. . The meeting is held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall's office, and the Planning Division and is scheduled for 30 to 60 minutes. . . The Planner provides the applicant with a Pre-Submittal Checklist specifying the items required to make the application complete if it is not already complete, and the applicant has 180 days submit a complete application to the City. 3. Applicant Submits a Complete Application, City Staff Review the Application and Issue a Decision . A complete application must conform to the Site Plan Review Submittal Requirements Checklist on pages'4-7 of this application packet. . A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application. . Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property. . There is a 14-day public comment period, starting on the date notice is mailed. . Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice. . Applications may be approved, approved with conditions, or denied. . At the applicant's request, the Planner can provide a copy of the draft land use decision prior to issuing the final land use decision. . The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed. . The decision issued is the final decision of the City but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. PRE.SUBMITTAL REC'D SEP 292009 Revised 1/1/08 Molly Markarian 3 of 8 . . Site Plan Review Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. . If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. [8J 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 Services Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. [8J Site Plan Review Application Form [8J Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. [8J Copy of the Deed [8J Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. [8J Copy of the Site Plan Reduced to 8 "x 11", which will be mailed as part of the required neighboring property notification packet. o Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) [8J Three (3) Copies of the Stormwater Management System Study with Completed Storm water Scoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. . o Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in accordance with SDC 4.2-105 AA. 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. [8J Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eighteen (18) Copies of the Following Plan Sets for Submittal [8J 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. [8J All plan sets .must be folded to 8 "by 11" and bound by rubtpRE2SUBMIlTAL REC'O a. Site Assessment of Existing Conditions SEP 29 2009 [8J Prepared by an Oregon licensed Landscape Architect or Engineer Revised 1/1/08 Molly Markarian 4 of 8 . . IZl Vicinity Map IZl 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. IZl 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 Services Department IZl 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 D 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 Services Department D Physical features including, but not limited to trees 5" in diameter or greater when measured 4 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings D 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. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) b. Site Plan IZl Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer IZl 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 IZl Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs IZl Location, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping IZl 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 D Observance of solar access requirements as specified in the applicable zoning district. . (Reference attached Site Plan Review Submittal Requirements Checklist Non- Applicable Items Letter.) . PRE.SUBMIITAl REC'D IZl On-site loading areas and vehicular and pedestrian circulation IZl Access to streets, alleys, and properties to be served, including the ~Jtat~o~ ~~llJI dimensions of existing and proposed curb cuts and curb cuts proposed to be closed IZl Location, type, and number of bicycle parking spaces D Location of existing and proposed transit facilities. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) D 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 Revised 1/1/08 Molly Markarian 5 of 8 . . uses. (Reference attached Site Plan Review SiIbmittal Requirements Checklist Non-Applicable Items Letter.) , o 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. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) . c. Improvement and Public Utilities Plan IZI Prepared by an Oregon licensed Civil Engineer IZI Location and width of all existing and proposed easements o 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. o Location and type of existing and proposed street lighting. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, and similar public facilities IZI Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails IZI 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 d. Grading, Paving, & Stormwater Management Plan IZI Prepared by an Oregon licensed Civil Engineer IZI Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system IZI Roof drainage patterns and discharge locations IZI Pervious and impervious area drainage patterns IZI 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 IZI 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) IZI Amount of proposed cut and fill. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) e. Landscape Plan IZI Drawn by a Landscape Architect IZI Location and dimensions of landscaping and open space areas to include calculation of landscape coverage (Please find on Sheet Al) PRE.SUBMITTAL REeD SEP 292009 Revised 1{1{08 Molly Markarian .6 of 8 . . [g] Screening in accordance with SDC 4.4-110 [g] Written description, including specifications, of the permanent irrigation system o Location and type of street trees. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) [g] 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 [g] Exterior elevations of all buildings and structures proposed for the development site, including height [g] Conceptual floor plans g. On-Site Lighting Plan [g] Location, orientation, and maximum height of exterior light fixtures, both free standing and attached. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) [g] Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) [g] Photometric test report for each light source. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o 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: o Where a multi-family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o 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. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o Where the development area is within an overlay district, address the additional standards of the overlay district. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o . A wetland delineation approved by the Oreg,on DiViSiO~~~UBMlll~~REC'~ be SEP 292009 Revised 1/1/08 Molly Markarian 7 of 8 . . submitted concurrently where there is a wetland on the property. (Reference attached Site Plan Review Submittal Requirements Checklist Non- Applicable Items Letter.) o Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) . o Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) o 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. (Reference attached Site Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.) PRE-SUBMITIAl RECIO SEP 291UU!} Revised 1/1/08 Molly Markarian 8 of 8 . . September 29, 2009 City of Springfield Development Services Department 225 Fifth Street Springfield, Oregon 97477 RE: Site Plan Review Pre-Submittal Application 69th & Main Retail Addition (200:710/1.3) Project Address: Assessor's Map & Tax Lot: 6898 Mai n Street Assessor's Map 17-02-35-32 Tax Lot 5317 Gibson & Gibson, LLC 1120 Ivy Street Junction City, Oregon 7488 Contact: Jock Gibson TBG I ARCHITECTS & PLANNERS/INC 132 East Broadway Suite 200 Eugene, Oregon 97401 541-687-1010 541-687-0625 Fax PRE-SUBMITTAl REC'D SEP 29'2009 Owner: Owner's Representative: _ __.. -".~_.:.:-.-~_.~_ _<.,;::,,;..J. TBG Architects & Planners/lnc 132 East Broadway, Suite 200 Eugene, Oregon 97401 Voice 541.687.1010 . Fax 541.687.0625 ktaylor@tbg-arch.com Attn: Kristen Taylor On behalf of Gibson & Gibson, LLC, enclosed is a package with an application for a Site Plan Review for the proposed 69th & Main Retail Addition. In accordance with the Site Plan Review submittal requirements under SDC 5.17-100, the following is provided for review by the City Staff: Site Plan Review Application Form - 1 Copy Site Plan Review Submittal Requirements Checklist - Non-Applicable Items - 1 Copy The Property Deed - 1 Copy A Preliminary Title Report - 1 Copy Site Plan (8y," x 11 ") - 1 Copy Attachments - 3 Copies: Narrative Exhibit A - Oregon Department of Transportation Statutory Warranty Deed Exhibit B - Legal Description of Oregon Department of Transportation Portion of OLD 69th Street Right-of-Way Exhibit C - Oregon Department of Transportation Draft License for Ingress and Egress Exhibit D - E-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor, TBG Architects & Planners/lnc, dated January 29,2009 Exhibit E - Exhibit Map of Public Easement Revision Exhibit F - Legal Description of Existing Public Easement John E. Lawless, AlA Principal James F. Alberson III, AlA Principal Darrell L. Smith, NCARS, FAIA Principal . .,~ . . City of Springfield September 29, 2009 Page 2 of 2 Exhibit G - Legal Description of Portion of Public Easement to be Released Exhibit H - Legal Description of Public Easement after Revision Exhibit I - Letter from Clayton McEachern, City of Springfield Civil Engineer dated July 12, 2009 Exhibit J - Letter from Bart E. McKee, PE, Springfield Utility Board, Senior Civil Engineer dated October 30, 2007 Exhibit K - Stormwater Drainage Study by SS&W, Inc. - Engineers Exhibit L - Parking Lot Lighting Fixture Specification & Photometric Test Report Plan Sets - 3 Copies' (all dated September 29, 2009): T1 - C1 - C2 - 0- C4 - A1- A2 - A3 - LA-1 - LA-2 - LA-3 - LA-4 - LA-S - Title Sheet Existing Conditions Site Utility Plan Site Grading & Drainage Detai Is Site Plan Floor Plan Exterior Elevations Planting Plan Planting List Specifications Specifications Specifications PRE.SUBMITTAl RECtO SEP 29 2009 If you have any questions, please do not hesitate to call me at your convenience. Thank you for your time and consideration of this proposal. KT/nl cc: Jock Gibson, Gibson & Gibson, LLC Mike Dahrens, SS&W, Inc. - Engineers Michael Sanchez, Schirmer + Associates, LLC 'Note that 4 more copies of Plan Sets will be delivered to you on September 30, 2009. Z:\PROJ\20Q71O Gibson 69th & Main\CorresplAgency\5ile Review Presubmittal 2009\200710-Site Review Cover Letter.doc .. . September 29, 2009 . TBG City of Springfield Development Services Department 225 Fifth Street Springfield, Oregon 97477 ARCHITECTS & PlANNERS/lNC RE: Site Plan Review Pre-Submittal AppliCation 69th & Main Retail Addition (200803/1.3) 132 East Broadway Suite 200 Eugene, Oregon 97401 541-687-1010 541-687-0625 Fax Owner: 6898 Main Street Assessor's Map 17-02-35-32 Tax Lot 5317 Gibson & Gibson, LLC 1120 Ivy Street Junction City, Oregon 7488 Contact: Jock Gibson PRE.SUBMITIAl RECIO SE? 29 2009 Project Address: Assessor's Map & Tax Lot: NARRATIVE In accordance with the Site Plan Review submittal requirements, this written statement describes the proposed development and demonstrates that the proposal complies with the criteria under SDC 5.17-100. The proposal is subject to the Type II application review process per SDC 5.17-110(8). I. Land Use Request The present request is for approval of a building addition to the existing 2,900- square-foot Dari Mart convenience store building including a minimum of two retail tenant spaces totaling approximately 4,600 square feet and the update of the site infrastructure and parking associated with the addition. Tenants have not yet been identified. Generally, tenants will not be identified until after the core and shell construction of the buildings. 'However, it is likely that Goodwill Industries will occupy the larger tenant space on the western side of the existing building and a specialty retail store or office use will occupy the smaller tenant space on the eastern side of the existing building. The existing coffee kiosk and related queue lanes and site infrastructure on the east side of the site are to remain unchanged. (Reference the attached Site Plan for details.) Additional details regarding this proposal are provided on the Site Plan Review drawings, the remainder of this written statement, and other materials attached herein. John E. Lawless, AlA Principal James F. Alberson III, AlA Principal Darrell L. Smith, NCARS, FAIA Principal . . City of Springfield Site Plan Review Pre-Submittal Application September 29,2009 Page 2 of 18 Design Intent: The 69th & Main Retail Addition represents an effort to raise the standard of typical neighborhood commercial development in the Thurston area: . to enhance and upgrade the quality of local neighborhood commercial development; . to reduce the blighted appearance of parking by providing quality landscaping surrounding the property; and . to ensure compatibility between the neighborhood commercial and surrounding residential development by using pedestrian-scaled architectural features like awnings and windows (residential in character) as well as pedestrian circulation from the public right-of-way to the front entrances of the bu i Id i ng. The proposed use is consistent with the Springfield Development Code (SDC) and the Springfield Zoning Map. The subject property is within the Neighborhood Commercial (NC) zoning district. Generally, retails sales and specifically, convenience stores, are permitted uses in the NC zoning district subject to Site Plan Review approval. Additionally, consistent with the applicability of the Site Plan Review process and the Springfield Development Code, the project addresses on-site stormwater management to maintain the integrity of the City's watercourses by preserving water quality. Similarly, the site and building design and orientation minimize possible adverse effects on surrounding property owners and the general public. Per Public Works Staff, this application is not required to include a Transportation Impact Study. The project was designed with the understanding that its long-term viability as an active commercial business located along 69th Street and Main Street depends on the economic and ecological health of the local community. To this end, the 69th & Main Street Retail Addition proposal attempts to balance economic concerns with careful attention to residential neighborhood compatibility. This request for Site Plan Review is proposed under the general approval criteria. As demonstrated in Section IV below, the subject request meets all applicable code criteria and should be approved as proposed. PRE.SUBMITTAL REC'O SEP 211 2009 . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 3 of 18 Design Team: Owner and Applicant: Gibson & Gibson, LLC 1120 Ivy Street Junction City, Oregon 97488 Contact: Jock Gibson 541.998.8544. Fax 541.998.4667 jgibson@lochmead.com Applicant's Representative and Arch itect: TBG Architects & Planners/lnc 132 East Broadway, Suite 200 Eugene, Oregon 97401 Contact: Kristen Taylor 541.687.1010. Fax 541.687.0625 ktaylor@tbg-arch.com . Civil Engineer and Surveyor: SS&W, Inc. - Engineers 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 541.485.8383 . Fax 541.485.8384 Civil Engineer Contact: Ralph Wilson, PE email@ssw-engineer.com Surveyor Contact: Mike Dahrens, PLS email@ssw-engineer.com Landscape Architect: Schirmer + Associates, LLC 375 West 4th Avenue, Suite 201 Eugene, Oregon 97401 Contact: Carol Schirmer, ASLA 541.686.4540 . Fax 541.686.4577 carol@schirmerassociates.com PRE.SUBMITIAL RECIO SEP 2 9'2009 . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 4 of 18 II. Site Description A. Location and Site Context This Site Plan Review Pre-Submittal request applies to Tax Lot 5317 of Lane County Assessor's Map 17-02-35-32. The Gibson & Gibson, LLC site is approximately 32,236 square feet (0.74 acres) in size. This parcel as described will be referred to in this application as the subject site. Additionally, as permitted by the Oregon Department of Transportation (ODOT), the design proposes limited use of ODOT's properties along 69th Street for access, vehicular circulation, landscaping and existing utilities. (Reference attached e-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009, including: Draft License for Ingress and Egress, Legal Description of ODOT Portion of OLD 69th Street Right-of-Way; and Exhibit A, Statutory Warranty Deed.) The ODOT parcels are approximately 3,687 square feet (0.085 acres) in size. The subject site is located on the northwest side of the 69th Street and Main Street intersection. Main Street (McKenzie Highway 126) is classified as a principal arterial and 69th Street is classified as a major collector. The subject site is located within the Springfield City limits and Urban Growth Boundary. The Gibson & Gibson, LLC property is zoned Neighborhood Commercial (NC) and currently developed with a Dari Mart convenience store and a coffee kiosk. The ODOT property located directly east of the site is zoned NC and currently developed with existing asphalt, 6" curb and landscape bed adjacent to ODOT's Tax Lot 2101. The ODOT parcel, Tax Lot 2101 (1,307 square feet), located along 69th Street is zoned Low Density Residential (LDR) and is currently developed with landscaping. The properties located to the north, south, east and west of the subject site are zoned Low Density Residential and developed primarily with single famiLY TtAL REC'O residential homes. PRI:.SUBMI The proposed development site is serviced nearby via Lane Transit District (LTD) SEP 292.009 Route 11. The nearest bus stops that are regularly serviced by this route are adjacent to the site on Main Street near the intersection of 69th Street and Main Street. B. Existing Conditions and Site Access The subject site is relatively flat and will take primary access to the public road system via existing driveways located on 69th Street and Main Street. The property is determined to be outside of the 500-year floodplain. . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 5 of 18 ODOT -owned fee-title properties separate most of the site's frontage from the 69th Street public right-of-way. ODOT has given preliminary indication that they will issue a License for Ingress and Egress for the project to maintain the existing entry across their property via the existing 69th Street driveway for access, vehicular circulation, landscaping and existing utilities. ODOT's issuance of the License for Ingress and Egress is subject to the City of Springfield's approval of access to 69th Street as noted in attached e-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009. The existing landscaping on the site will be enhanced with new landscaping consistent with the current development code standards. The existing trees on- site and street trees will remain and tree protection measures will be observed as needed to protect the trees and roots systems during construction. Reference the planting plan for details. III. Land Use History The subject site was annexed into the City of Springfield in 1960. As stated above, the subject site is located within the Springfield City Limits and Urban Growth Boundary. It is zoned Neighborhood Commercial (NC). IV. Approval Criteria: Site Plan Review Supporting Facts and Findings PRE.SUBMITTAL RECID SEP 2 9 2009 This section is organized by the applicable approval criteria per SDC 5.17-125. Applicable approval criteria are outlined in bold italics below, followed by proposed findings in normal text. A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. Findings: Per the Eugene-Springfield Metropolitan Area General Plan, Plan Diagram, the subject property falls within the Urban Growth Boundary and the Metro Plan Boundary. The subject site is clearly designated Low Density Residential on the 2004 Metro Plan Diagram. However, per the Metro Plan Section G, Metro Plan Diagram, the second paragraph under Land Use Designations, states that "Certain land uses are not individually of metropolitan- wide significance in terms of size or location because of their special nature or limited extent. Therefore, it is not advisable to account for most of them on the Metro Plan Diagram. The Diagram's depiction of land use designations is not intended to invalidate local zoning or land uses which are not sufficiently intensive or large enough to be included in the Metro Plan Diagram." It was determined in past City of Springfield land use and building permit applications . . City of Springfield Site Plan Review Pre-Submittal Application September 29,2009 Page 6 of 18 that this property is not sufficiently large enough to be included in the Metro Plan Diagram. The existing NC zoning is consistent with the Springfield Zoning Map, which is the guiding zoning document for this property. The subject site falls within the Thurston' Area, which does not have an adopted Refinement Plan or Plan District Map. There are no other relevant land use planning documents for this site. The proposed use is consistent with the Springfield Development Code (SDC) and as stated above, consistent with the Springfield Zoning Map, the guiding zoning document for this property. Generally, retail sales and specifically, convenience stores, are permitted uses in the NC zoning district subject to Site Plan Review approval. The tenants for the proposed additional building area have not yet been identified. However, the uses will be permitted uses in the NC zoning district subject to review at the time of tenant infill building permit submittal. Therefore, the zoning and proposed development is consistent with this criterion. B. Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works director or a utility provider shall determine capacity issues. Findings: The applicant is proposing to construct a building addition of approximately 4,600 square feet to the existing 2,900-square-foot Dari Mart convenience store building as well as update the site infrastructure and parking associated with the addition on NC-zoned land with adequate public and private facilities. Reference the attached civil engineering drawings for details on existing and proposed facilities. Per SDC 4.3-125, all private utilities on the proposed development site will be placed underground whenever possible. There are no streets or public improvements proposed as part of this development. The existing driveways on 69th Street and Main Street are proposed to remain unchanged. There is an existing public utility easement, which presently covers the entire eastern end of the subject site and the ODOT property. Within this easement on the subject site, there is an existing public 8" water main and gas line located beside each other located adjacent to the ODOT property running in the north- south direction. There is also a public 66" stormwater main and gas line that also runs in the north-south direction along the eastern edge of the subject site and ODOT site. The owner proposes to revise the existing blanket public utility easement in this area of the subject site so the western edge of the easement shifts to the east by only about 8 to 10 feet to more appropriately define the area PRE-SUBMITTAL REC'D SEP 2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 7 of 18 required for the existing utilities. The owner has provided correspondence and letters of consent for a proposed revised easement configuration by Springfield Utility Board (SUB) for the water line, and the City of Springfield'. Reference the attached Existing Conditions Plan for details regarding the exiting public utility easement and ODOT property locations. Reference attached preliminary letters from Clayton McEachern, the City of Springfield, and Bart E. McKee, Springfield Utility Board. Also reference the existing and proposed draft public utility easement descriptions. The proposal has adequate water service available from an existing 8" public water main located along Main Street. There is an existing lateral stub off this main just east of the existing Main Street driveway for the private water lines. There is also an existing 8" public water main off the Main Street public water main that runs north-south through the subject property, which is located within an existing public utility easement. There is an existing overhead electric line running north-south adjacent to the site's eastern property line, which provides adequate capacity to serve the proposed development. There is an existing private underground electrical line on-site that serves the existing building and has adequate capacity for the proposed addition. There are two existing sewer service stubs provided in the northwest portion of the subject site, which are and can be utilized to convey sewage from the site to the 12" public sanitary sewer main which runs within an existing public utility easement along the north line of the subject site and conveys the sewage westerly. The existing public sanitary sewer has adequate capacity to serve the ITI'^'L REC'O development's needs. PRE-SUBM ,... SEP 2 9 Z009 As noted above there are two existing gas lines located on the subject site within a utility easement that can adequately serve the subject site. The existing building on the site currently does not utilize natural gas. There is an existing 8" storm pipe located along the north side of Main Street with an existing 8" storm lateral stubbed to the subject site's southern property line. The existing public stormwater main has adequate capacity to serve the 1 Please note that the original discussions with these agencies involved replacing the blanket easement with minimal required easements for each of the public utilities (Le., ten-feet-wide for the SUB water line). Although the agencies contacted are in general support, it became apparent that this approach was not necessary. The current proposal maintains the blanket easement and only shifts the western edge of the easement to the east to more appropriately define the area required for the existing utilities: Also note that TBG has unsuccessfully attempted several times to contact NW Natural. The owner realizes that all affected utility companies will need to approve the proposed change. The proposed building addition has been moved to sit outside of the required minimum 10'-0" from the centerline of the 8" waterline in response to Bart McKee's letter. _..,.,-.:.-'.... . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 8 of 18 development's needs. See the attached Stormwater Management System Plan for information regarding the required on-site stormwater management system proposal. As noted above, ODOT -owned fee-title properties separate most of the site's frontage from the 69th Street public right-of-way. ODOT has given preliminary indication that they will issue a License for Ingress and Egress for the project to maintain the existing entry across their property via the existing 69th Street driveway for access, vehicular circulation, landscaping and existing utilities. ODOT's issuance of the License for Ingress and Egress is subject to the City of Springfield's approval of access to 69th Street as noted in attached e-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009. The existing public street and traffic safety control systems will not be exceeded with the addition of the proposed development and are available to serve the site at the time of development. As noted above, per Public Works Staff, the proposed development does not require a Transportation Impact Study. As demonstrated above as well as in the drawings and referenced attachments, capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls have not been exceeded and the public improvements are available, to serve the site at the time of development. Therefore, the proposed development is consistent with this criterion. The proposed development shall comply with all applicable public and private desi~n and cons.truction standards contained in this Code and otfwrr._SUBMITIAl REC'D applicable regulatIons. l'Kt; . , SEP ~ 9 2.009 c. SDC 3.2-300 NC Zoning District Development Standards: Findings: The tenants for the proposed multitenant building addition have not yet been identified. However, all uses will be consistent with the allowed use categories listed under the NC base zone per SDC 3.2-310 at the time of tenant infill building permit submittal. Specifically, the development complies with the NC Development Standards (SDC 3.2-300 NC base zone) as follows (reference the attached Site Plan and Exterior Elevation drawings for details): . The Development Standards regarding area and frontage required under SDC 3.2-315 do not apply for three reasons. First, because the subject site was created prior to 1982, it exceeds the minimum lot size of 6,000 square feet; it is about 32,236 square feet. Second, the minimum lot size standard of SDC . ,:,.. ~.:....;...........:....,...",~ ". .::j. . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 9 of 18 3.2-3150 is a standard imposed for the creation of new lots or parcels. The proposed development does not include partitioning or subdividing the subject property. Third, this st5lndard is not a design or construction standard, and therefore not applicable. . Per SDC 3.2-315, the maximum lot coverage for a lot that is less than one acre is 35 percent. The proposed lot coverage is about 25 percent, which falls well below the required maximum. . Per SDC 3.2-315, the minimum landscaping area shall not be less than 20 percent of the total development area. The proposed landscaping area is about 21 percent, which meets the required minimum. . Per SDC 3.2-315, the maximum parking, loading and vehicular circulation area coverage is 45 percent. The proposed parking, loading and vehicular circulation area coverage is 45 percent, which meets the required minimum. . Per SDC 3.2-315, the minimum building front yard setback in the NC zone is 10'-0" and parking and driveway front yard setbacks are 7'-0". The buildings, parking and driveways either meet or exceed the required front yard setbacks along Main Street and 69th Street. Note that where the subject site is located adjacent to the ODOT property without an identified ODOT Tax Lot number, the 7'-0" parking and driveway front yard setback is met on the ODOT property along 69th Street as permitted by ODOT for this development. (Reference attached e-mail from Debbi Rich,ODOTPropertyAgent,to Kristen Taylor dated January 29, 2009, including: Draft License for Ingress and Egress, Legal Description of ODOT Portion of OLD 69th Street Right-of-Way; and Exhibit A, Statutory Warranty Deed.) The minimum 7'-0" parking front yard setback is met on the subject site where directly adjacent to ODOT Tax Lot 2101. . The interior and rear yard building setback is 10'-0" and the parking and dr~veway int.erior and rear yard setbacks are 7'-0". T~e buildings, parking an.QRE SUBMITIAL REC'D dnveways either meet or exceed the reqUired minimum 7'-0" setback frorli\ . interior and rear property lines as required per SDC 3.2-315. SEP 292009 . The single-story building is compatible with adjacent development. The proposed development site is within a 20'-0" height limitation zone. The proposed building height is 20'-0," which meets the required height restriction. . On-site pedestrian circulation has been provided, which connects the neighborhood commercial building tenant entrances to the trash area and public sidewalk on Main Street. The site design either meets or exceeds the required ADA minimum 3'-0" wide clear pedestrian pathway to accommodate pedestrian circulation on-site. (The approximate 7'-0" wide walkway adjacent to the building's front fac;ade accommodates 2'-0" vehicle bumper overhangs.) . No outdoor merchandise display areas are proposed. . No drive-through facilities are proposed. . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 10 of 18 SDC 4.2-100 through SDC 4.3-145, Infrastructure Standards SDC 4.2-105 Public Streets: Findings: There are no public streets proposed with this development. Therefore, this criterion is not applicable. Adequate access is already provided through the adjacent street network and the proposed internal on-site circulation of the development. There are no new driveways proposed. The existing driveway on 69th Street and Main Street are proposed to remain. SDC 4.2-110 Private Streets: Findings: There are no private internal streets proposed with this development. As outlined above, adequate access is already provided through the adjacent street network and the proposed internal on-site circulation of the development. Therefore, this criterion is not applicable. SDC 4.2-115 Block Length: Findings: There are no public or private internal streets proposed with this development. As outlined above, adequate access is already provided through the adjacent street network and the proposed internal on-site circulation of the development. Therefore, this' criterion is not applicable. SDC 4.2-120 Site Access and Driveways: Findings: As noted above, there are no new driveways proposed. The existing driveway on 69th Street (about 30'-8") and Main Street (33'-10") are proposed to remain. Both of the existing driveways are located on the opposite end of the site from the intersection. As noted above, OOOT -owned fee-title properties separate most of the site's frontage from the 69th Street public right-of-way. OOOT has given preliminary indication that they will issue a License for Ingress and Egress for the project to maintain the existing entry across their property via the existing 69th Street driveway for access, vehicular circulation, landscaping and existing utilitie~" SUBMITIAL REC'D OOOT's issuance of the License for Ingress and Egress is subject to the City &1KE. . Springfield's approval of access to 69th Street as noted in attached e-mail from SEP 2 9 2009 Oebbi Rich, OOOT Property Agent, to Kristen Taylor dated January 29,2009. Parking areas and connection to the existing ingress-egress points have been designed to safely facilitate vehicular traffic, bicycle and pedestrian circulation and avoid congestion. ...."'.......-..- ':....".~ . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 11 of 18 SDC 4.2-125 Intersections: Findings: All existing driveways are at right angles to the intersecting streets, 69th Street and Main Street. There are no on-site intersections proposed. The offsets for the existing access points to the nearest existing intersections comply with City requirements. Therefore, this criterion is met. SDC 4.2-130 Vision Clearance: Findings: In accordance with the VISion clearance standards, no visual obstructions will be permitted within the horizontal vision clearance area between 2'-6" and 8'-0" above the established height of the curb in the triangular area. Considering these findings and the site plans submitted herewith, this criterion is met. SDC 4.2-135 Sidewalks: Findings: There are no public sidewalks proposed as part of this development. The existing public sidewalk and bike lane on Main Street and the existing public sidewalk and popular bicycle route on 69th Street provide access to adjacent and nearby residential areas. Designated on-site pedestrian circulation and bicycle access is provided for employees and customers of the tenant businesses from the adjacent public right-of-way, Main Street, to all building entrances by a clearly marked, either striped or paved walkway through the parking and drive aisle. Therefore, this criterion is met. SDC 4.2-140 Street Trees: Findings: Street trees are not proposed to be planted or removed as part of this development. Trees are proposed in the front yard setbacks as required in the NC zoning district. PRE.SUBMITTAL REC'O SDC 4.2-145 Street Lighting: SEP 2 9 2009 Findings: There are no public streets or street lighting proposed as part of this development, therefore, this criterion is not applicable. SDC 4.2-150 Bikeways, 4.2-155 Pedestrian Trails and 4.2-160 Accessways: Findings: There are no public bikeways, pedestrian trails or accessways proposed as part of this development. As noted above, Main Street (McKenzie Highway 126) is classified as a principal arterial and 69th Street is classified as a collector. Both streets are currently developed to City standards including existing on-street bike lanes on Main Street and the designated popular bicycle route on 69th Street. . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 12 of 18 The proposed development includes the provision of on-site pedestrian facilities that connect Main Street to the existing bike lane. Therefore, this criterion is met. SOC 4.3-105 Sanitary Sewers: Findings: There are two existing sewer service stubs provided in the northwest portion of the subject site, which are and can be utilized to convey sewage from the site to the 12" public sanitary sewer main which runs within an existing public utility easement along the north line of the subject site and conveys the sewage westerly. The existing public sanitary sewer has adequate capacity to serve the development's needs. The installation and design of the private sanitary sewer system and connection to the public stub comply with City standards as referenced on the attached civil engineering drawings. Therefore, this criterion is met. 4.3-110 Stormwater Management: Findings: There is an existing 8" storm pipe located along the north side of Main Street with an existing 8" storm lateral stubbed to the subject site's southern property line. The existing public stormwater main has adequate capacity to serve the development's needs. The attached Stromwater Drainage Study addresses the specific details demonstrating code compliance. Therefore, this criterion is met. 4.3-115 Water Quality Protection: Findings: The site is not identified on the Water Quality Limited Watercourses (WQLW) Map; therefore, there are no identified watercourses or riparian areas located on the site subject to specific water quality protection. As noted above, the proposed development includes an on-site stormwater management system that addresses on-site stormwater quality and quantities discharged to the public system to maintain the integrity of the City's watercourses by preserving water quality. Reference the attached Stromwater Drainage Study for details. Therefore, this criterion is met. PRE-SUBMITIAL REC'D 4.3-120 Utility Provider Coordination: SEP 2 9' 2009 Findings: All utility providers will be responsible for coordinating utility installations with the City as required. The applicant will be responsible for the design, installation and cost of the utility lines and facilities to the satisfaction of the utility provider consistent with this criterion. . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 13 of 18 4.3-125 Underground Placement of Utilities: Findings: All utilities are proposed to be constructed underground in accordance with policies of the City of Springfield, SUB, Qwest or other applicable utility providers. See civil engineering drawings for proposed utility layout. Considering these findings and the drawings submitted herewith, this standard is met. 4.3-130 Water Service and Fire Protection: Findings: As noted above, the proposal has adequate water service available from an existing 8" public water main located along Main Street. There is an existing lateral stub off this main just east of the existing Main Street driveway for the private water lines. There is also an existing 8" public water main off the Main Street public water main that runs north-south through the subject property, which is located within an existing public utility easement. There is an existing fire hydrant located adjacent to the site along Main Street near the proposed pedestrian walkway connecting to the public sidewalk. The existing fire hydrant can adequately meet the fire protection needs of the development. Therefore, this criterion is met. 4.3-135 Major Electrical Power Transmission Lines and 4.3-140 Public Easements: Findings: There is an existing overhead electric line running north-south adjacent to the site's eastern property line, which provides adequate capacity to serve the proposed development: There is an existing private underground electrical line on-site that serves the existing building and has adequate capacity for the proposed addition. Therefore, this criterion is met. PRE-SUBMITTAL REC'O SEP 2, 9 2009 4.3-145 Wireless Telecommunications Systems Facilities: Findings: There are no wireless telecommunication system facilities proposed in. . this development. Therefore, this criterion is not applicable. 4.4-105 Landscaping: Findings: The landscape architecture drawings show landscaping which meets or exceeds the NC zone and parking lot landscape requirements for the entire development site per SOC 4.4-105 and SOC 4.6-125(B)(1). Landscaping is provided in all required setback areas in accordance with the Landscape Standards under SOC 4.4-105(E), (F)(1) and (G). Note that where the subject site is located adjacent to the OOOT property without an identified OOOT Tax Lot number, the parking and driveway front yard setback is met on the OOOT property along 69th Street and the existing landscaping is proposed to remain. (Reference attached e-mail from Oebbi Rich, OOOT Property Agent, to Kristen . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 14 of 18 Taylor dated January 29, 2009, including: Draft License for Ingress and Egress, Legal Description of ODOT Portion of OLD 69th Street Right-of-Way; and Exhibit A, Statutory Warranty Deed.) The landscaping required in the parking front yard setback is met on the subject site where directly adjacent to ODOT Tax Lot 2101. In addition, per SDC 4.6-125(B)(1), the proposed updated parking area sufficient to meet the requirements of the minimum parking for the proposed addition is designed so that every seventh space is developed as a landscape separator between spaces. Located along Main Street, there are 8 existing vehicle parking spaces associated with the existing building and use that are proposed to remain, therefore, these existing parking spaces are not required to meet 4.6-125(B)(1). However, the proposal does provide a new landscape bed between the existing driveway entrance and this row of existing parking spaces to heighten entryway visibility and improve parking area circulation. As noted on the landscape architecture drawings, landscaping will be installed per SDC 4.4-105(1). These findings and the attached landscape architecture planting plan, schedules and details, demonstrate that the landscaping requirements have been met. 4.4-110 Screening: Findings: Adjacent to the residential property to the north and west, screening is provided due to a commercial district abutting a residential district and the proposal of trash receptacles in accordance with SDC 4.4-11 O(A)(l) and (4), and SDC 4.4-11 O(B)(l) and (3). There is an existing 6'-0" high slatted chain-link fence along the northern property line that is proposed to remain. Along the western property line, there is an existing about 4'-0" high chain-link fence on the neighbor's property. In order to meet the screening standards, there is a new 6'-0" high slatted chain-link fence proposed on the subject site along the western property line. To enhance the existing structural screening along the northern property line and the new structural screening along the western property line, landscaping has been added along these property lines to provide additional vegetative screening to reduce the impact of the commercial development on the neighboring residential properties. -fRe &",',Cf-re~sts.tB~e tbis-&~i&tiRg ond neJb' dottw;l...G~Ji.nJ( fefle_~ttnderSEl~- 118(B1{.;,J.)(b). Tlte plupose&oat~taGles.are.&t-l'tlC-tmaI=sereene&wit/ii.a 6'-0" high masonry wall as well vegetated screening per SDC 4.4-11 O(B)(3)(c). (Reference the attached architecture and landscape architecture drawings for details.) Therefore, this criterion is met. PRE.SUBMITTAL RECIO SEP 2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 1 5 of 18 4.4-115 Fences: Findings: As noted above, located adjacent to the LOR-zoned properties, there is a screening fence proposed along the western property line and an existing fence along the northern property line. Per Table 4.4-1, the base height of a fence shall be 8'-0" maximum. The existing slatted chain-link fence along the northern property line and the new proposed slatted chain-link fence along the western property line are both 6'-0," which fall below the required maximum. E"""d.+F,€e ~ha+l=be=pr('jp"('jsed aHhe=time=ef=btrttding-perrnit=€6ff~i'=with the requirements outlined under SOC 4.4-115. Therefore, this criterion is met. 4.5-100 On-Site Lighting Standards: Findings: All proposed site lighting will be installed in compliance with the requirements of this code section. All proposed exterior light fixtures will be shielded so that direct glare and reflection are contained within the boundaries of the property, and directed downward and away from abutting properties and public rights-of-way. The proposed site lighting is the minimum illumination necessary for pedestrian and employee safety, on-site parking and loading areas. Exact outdoor building lighting will be proposed at the time of building permit submittal in accordance with this code section. Parking lot light fixtures are proposed to be a maximum height of 20'-0", wliich is less than the required maximum 25'-0" per SOC 4.5-110(B)(1). Thp p",~;ng I~. l;gi'lHi::tt;Jr(J fl"'P~ ~ c;{\' nil "f tht"'\Je[i~ent'~=to t~e="'0:t i[ :1 maJ':1I1urTr-frei5I.l a~~ per SOC 4.5-11 0(B)(2)(b). These findings, the Site Plan and attached proposed Parking Lot Light Fixture Specifications demonstrate that this criterion is met. 4.6-105 through 4.6-125 Vehicle Parking: Findings: Vehicle and bicycle parking calculations are based on assumptions of a possible tenant mix. Per the assumed tenant uses, a minimum of 24 off-street parking spaces are required per Table 4.6-2 (see vehicle parking calculations on Sheet T1). The applicant is proposing to providn , ~ <t"n,.hr.e"fl3l'*,<<:1~nd I accessil5le spa'ce. The applicant proposes a parking lot design in compliance with SOC 4.6-115; all stall widths are 9'-0" wide and 18'-0" in length including a 2'-0" bumper overhang' over landscaping beds and walkways (reference drawings for specific locations). The dimensions and proposed striping of the parking spaces and drive aisles meet the parking area standards per SOC 4.6-115-120. These findings, together with the architecture and civil engineering drawi~E-SUBMITTAl REC'O demonstrate that these standards have been met. SEP 2 9 2009 2 The existing 8 spaces along Main Street are 9'-0" wide and 18'-0" in length including a wheel stop so the bumper overhang is only 1'~O" over the existing landscaping bed so the t-o" minimum parking front yard setback is met. . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 16 of 1 8 4.6-130 through 4.6-135 Loading Areas: Findings: On the north side of the building, there is a proposed delivery and loading area outside of the required setbacks. The total proposed on-site loading area is about 560 square feet for approximately 7,919 square feet of total building area, which exceeds the required 250 square feet of minimum loading area for buildings 5,000 to 20,000 square feet per SDC 4.6-135(C). Both loading areas are about 10'-0" wide and about 35'-0" long, which meet the minimum dimensions of 1 0'-0" wide and 25'-0" long per SDC 4.6-135(D). Therefore, this criterion is met. 4.6- 140 through 4.6-150 Bicycle Parking: Findings: The proposed bicycle parking spaces, location and facility design complies with SDC 4.4-145-150. As noted above, vehicle and bicycle parking calculations are based on assumptions of a possible tenant mix. The short-term and long-term bicycle parking spaces provided based on those assumptions exceeds the number required (reference Sheet T1 for bicycle parking calculations). Th~~~~e.5 are located along the on-site pedestrian walkway system with ramps that connects to Main Street. TI,~ pl':'t-'w~J ''''-4b al,td:w:eaiag:F-r "tJ.pjfl:=faGks--des~g~ and dimensioned per Figure 4.6-B (reference attached Detail 2/A 1 for the typical short-term bicycle parking detail). The short-term spaces are located on the east side of the building so they' are visible form both Main Street and 69th Street. Correspondingly, lawn is provided in the landscape bed adjacent to the bicycle parking so as not to obscure the visibility of the bicycle racks from Main Street. fHe:-lvl-rg---h::lfll L:.:.yclc pl"rL,:ng ~J;:l" ..tqLbc-Jocat~,J:J,- :'IJ;V;J~:lI 5j=h";" ~€~al;~,,;,which will be in compliance with SDC 4.4-145-150 at the time of tenant infill building permit submittal. Therefore, this criterion is met. D. Parking areas and ingress-egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Findings: The orientation of the building serves to maximize efficiency for access, on-site circulation and function while minimizing impact to the adjacent properties. The site plan is organized so that the main access points to the building are located directly off of the existing driveways on M~in S~reet~a_~rtbMITTAL REC'O Street. The majority of the budding activity occurs within the interior of ~tJ~ '!!M~ SEP '2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 1 7 of 18 between the building and Main Street. There is a proposed continuous on-site pedestrian walkway system connecting the building to Main Street. As noted above, the site plan shows on-site circulation for pedestrians, bicycles and vehicles as required by the Springfield Development Code. Designated on- site pedestrian circulation is provided for employees and customers of the tenant businesses from the adjacent Main Street public right-of-way to, all building entrances. On-site pedestrian and bicycle access is provided through the parking and drive aisles by a clearly marked, striped walkways. The existing public sidewalk and bike lane/route on Main Street and 69th Street provide access to adjacent and nearby residential areas. The closest transit stops to the site are located on Main Street, which serve the 11 Thurston bus route. As noted above, ODOT -owned fee-title properties separate most of the site's frontage from the 69th Street public right-of-way. ODOT has given preliminary indication that they will issue a License for Ingress and Egress for the project to maintain the existing entry across their property via the existing 69th Street driveway for access, vehicular circulation, landscaping and existing utilities. ODOT's issuance of the License for Ingress and Egress is subject to the City of Springfield's approval of access to 69th Street as noted in attached e-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009. The existing driveways on 69th Street and Main Street comply with City of Springfield and ODOT access management standards. Parking areas and existing ingress-egress points have been designed to safely facilitate vehicular traffic, bicycle and pedestrian circulation and avoid congestion as well as provide connectivity within the development area and to adjacent residential areas. Therefore, this criterion is met. E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibifity of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; wetlands; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. The subject site is flat and currently developed. The general soil type description is pengra-urban land complex specified in the Solis Survey of Lane County. The Sei+s-SulVeyiildfcales d Idl d le-pmpU5e"ch:Jeveluf1~l'elr--h""-"hlbte..,,tri+"-nnd d~0t I.a.€: J higb ""'"tl'" ,"hie. Tlk,~rv,-:', a CeGtee~~l't.,isanot rt:l'lJ';.~g fer, th~ <;it(' DI~", Re"ie.. ~A Geotechnical Report will be prepared as needed at the time of building permit submittal for the puw,oses of building structural design and construction. t'RE.5UBMITTAL REC'O SEP 2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Application September 29, 2009 Page 18 of 18 There are no significant clusters of existing trees and shrubs on the site. Additionally, the site does not have any watercourses and associated riparian areas, wetlands, rock outcroppings, open spaces or areas of historic and/or archaeological significance as specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240. Furthermore, the site is located within a FEMA Zone X flood hazard zone (an area determined to be outside of the 500-year flood plain). Therefore, the site will not be a significant risk to public health and safety in terms of stormwater control or flood hazard. As the site is flat and is located outside the 500-year flood zone, slope failure and soil erosion are not concerns associated with this site. The site does not have physical features as outlined above that require protection as specified in this Code or in State or Federal law, therefore, this criterion is met. V. Conclusion Based on the information and findings contained in this written statement, associated attachments and drawings, the proposed Site Plan Review meets the criteria of approval contained in the Springfield Development Code. Therefore, the applicant requests that the Director approve the proposal as presented. Both the applicant and the applicant's representative are available for questions as necessary. If you have any questions about the above application, please do not hesitate to contact Kristen Taylor at TBG Architects & Planners/lnc (687.1010). Sincerely, . Kristen Taylor, SBA Project Manager KT/nl PRE.SUBMllTAl REC'O SEP 2 9 2009 cc: Jock Gibson, Gibson & Gibson, LLC Mike Dahrens, SS&W, Inc. - Engineers Michael Sanchez, Schirmer + Associates, LLC Z:\PROJ\200710 Gibson 69th & Main\Corresp\Agency\Site Review PresubmittaI2009\200710-Site Plan Review Final.doc '. . . ~. '-' - - > After recording, return to: Arnold Gallagher Percell Roberts & Potter, P.C. 800 Willamette Street, Suite 800 Eugene, Oregon 97401 , Until a change is requested, mail all tax statements to: Gibson & Gibson, LLC 125 East Sixth Avenue Junction City, Oregon 97448 ~vlslon of Chief D;~U~Y CI::k 2~~.~~2612 lane County D.eds an ecO~ \1"\\\\1 \11 \\\\1\\11 \\\\\\ I 1\\\\11\ \\\\ I \1 1\\ \1\ $36 .00 0109092320090042672003003507/23/2009 03:02:45 PM RPR-DEED Cnt=l Stn=8 CASHIER 02 $15.00 $11.00 $10.00 BARGAIN AND SALE DEED Gibson & Gibson, a partnership, Grantor, conveys to Gibson & Gibson, LLC, an Oregon limited liability company, Grantee; the real property described on the attached Exhibit A. The true consideration for this conveyance is other property or value given. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY; UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORiNG PROPERTY OWNERS, IF ANY, UNDER ORS 197.352. THE PROPERTY DESCRIBED IN THIS INSTRUMENT MAY NOT BE WITHIN A FIRE PROTECTION DISTRICT PROTECTING STRUCTURES. THE PROPERTY IS SUBJECT TO LAND USE LAWS AND REGULATIONS THAT, IN FARM OR FOREST ZONES, MAY NOT AUTHORIZE CONSTRUCTION OR SlTlNG OF A RESIDENCE AND THAT LIMIT LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 IN ALL ZONES. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS;\IF ANY, UNDER ORS 197.352. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO ~,~~,a~,~ :'~~"~~~~.'''\T'm.(''.'Y Inl'''''' ""'ICo,,,,uE512VWRKVUL\8a,ga,,%..on'%20s.""''''''%20072109I,PogE.SUBMITTAL REC'O SEP 2 9 2009 ~ , . '" ~... .";;. . . . VERlFY APPROVED USES, THE EXISTENCE OF FIRE PROTECTION FOR STRUCTURES AND THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 197.352. DATED: 1- ;;?/ , 2009. By STATE OF OREGON ) ) ss. COUNTY OF LANE ) This instrument was acknowledged before me on .:d "'.(-1 .:2/ ,2009, by Jock , Gibson, Partner of Gibson & Gibson, a partnership. '\. dL~ A 4,"/<<<<- ~:u~~~ My commission expires: mAy 02 f .2.tJ I 3 .....,~';~~ OFFICIAL SEAL e'~. i SHARON R BISWELL 1:\,.. ."'. NOTARY PUBLIC. OREGoN '~'"".,,, COIIIIISSJON NO. 43U33 MY C~SION ~IIAYa.2Dt3 PRE.SUBMITIAl REC'O SEP 2 9 2009 2 - Bargain and Sale Deed C:\Oocumenls and 5ellings~DCk\Local SeWngs\T empOIlIf)' Internel Fites\Content.1E5l2VWRKVUL lBargain%20and%20Sale"J.2oOeed%200721 09\'] ,doc Ii .. "". .v . . . EXHIBIT A Parcel I: Lots 6 and 7 of CHAPMAN PROPERTY, as platted and recorded in Book II, Page 20, Lane County Oregon Plat Records. EXCEPTING THEREFROM: Beginning at the Southeast comer of Lot 6, of CHAPMAN PROPERTY, as platted and recorded in Book II, Page 20, Lane County Oregon Plat Records; thence Westerly 135 feet along the Southerly side of Lot 6; thence Northwesterly 195 feet parallel with the Easterly sides of Lots 6 and 7 to the South side of Ferry Association Road; thence Easterly 135 feet to the Northeast comer of Lot 7 of said plat; thence Southeasterly 195 feet along the Easterly sides of Lots 6 and 7 to the place of beginning; AND EXCEPTING THEREFROM parcels conveyed to Lane County for road purposes by deeds recorded at Reel No. 1860, Reception No. 55035, and Reel No. 198, Reception No. 74552, all in Lane County, Oregon. Parcel II: Lot 10 of VILLANO V A SUBDIVSION, as platted and recorded in Book 16, Page 13, Lane County Oregon Plat Records, in Lane County, Oregon. TOGETHER WITH that portion of vacated 69'h Street inured by Ordinance No. 6057, recorded October 28, 2003, Document No. 2003-105436, Lane County Records. Parcel III: Lot I, Block I, SUNNY HOLLOW, as platted and recorded in Book 12, Page 9, Lane County Oregon Plat Records, in Lane County, Oregon. EXCEPT THEREFROM beginning at the Southwest comer of Lot I, Block 1, SUNNY HOLLOW, as platted and recorded in Book 12, Page 9, Lane County Oregon Plat Records; thence North 0016'00" East along the West line of said Lot 1,197.6 feet more or less, to a point of curve; thence on a curve to the right radius being 20.0 feet, chord bearing North 20045'52" East 14.01 feet to the true point of beginning; thence continuing on a curve to the right radius being 20.0 feet (chord bearing South 89044'00" East 30.19 feet) for an arc distance of34.21 feet; thence North 89044'00" West 30.19 feet to the true point of beginning, all in Lane County, Oregon. PRE.SUBMIllAL REC'O SEP 2 92009 1 - Exhibit A C:\Oocuments and SeIUngs\jodl\LOcaI 5eUings\ Tet'f1lOI'&IY Internet FlIes\CcntenllE5\2VWRKVUl IBargain%20an6%20Sale%20Deed%20072109{ 'j.doe . . ~ ~ CASCADE TITLE CO. 11111111II11111II11I1I1111I111111111II1111111~ I STATUS OF RECORD TITLE REPORT ARNOLD, GALLAGHER, SAYDACK, PERCELL, ET AL ATTN, BILL POTTER 800 WILL~~ETTE STREET, SUITE 800 EUGENE, OR 97401 Our No, CT-0256453 Date, OCTOBER 11, 2007 Charge: $200.00 Government Service Fee: $25.00 As requested, Cascade Title Co. has searched Our tract indices as to the following described real property, Lot 10 of VILLANOVA SUBDIVISION, as platted and recorded in Book 16, Page 13, Lane County Oregon Plat Records. Also, that portion of 69th Street lying within said plat of VILLANOVA SUBDIVISION, vacated by Ordinance No. 6057, adopted by the common Council of the City of Springfield on July 7, 2003, recorded October 28, 2003, Reception No. 2003- 105436, Lane County Oregon Plat Records, which inured to said lot 10 by operation of law. In Lane County, Oregon. and as of, OCTOBER 8, 2007, at 8,00 A.M. we find the following, Vestee: GIBSON AND GIBSON, a partnership Said property is subject to the following on record matters: 1. Taxes, Account No. 0141026, Assessor's Map No. 17 02 35 3 2, #5317, Code 19-00, 2007-2008, in the amount of $5,081.07, NOW DUE AND PAYP~LE. 2. Reservation of easement rights for any existing public utilities or public services and rights thereto, as reserved in Ordinance No. 6-057, recorded October 28, 2003, Reception No. 2003-105436, Lane County Official Records, vacating a portion of 69th Street. 3. Financing Statement reco~ded April 26, 2007,Reception No. 2007-028108, Lane County Official. Records, lists. BSW Investments LLC, as Debtor, and Pacific Continental Bank, as Creditor, covering fixtures and leasehold improvements., with security information obtainable from creditor. continued- MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233 FLORENCE * 1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 . PH: (541) 997- 8417 EUGENE FAX: 485-0307 * E-MAIL: info@cascadetitle.com * FLORENCE FAX: 997-8246 . . This report is to be utilized for information only, This report is not to be used as a basis for transferring, ,encumbering or foreclosing the real property described. The liability of Cascade Title Co. is limited to the addressee and shall not exceed the premium paid hereunder. CASCADE TITLE CO., by, BOYD PRE-5UBMllTAL REC'O SEP 2 9 2009 '" [) 4:~O jj <i""'"f ,-~-/>~. ~ ;-,.,";s' .~ ~:;-l"'~<"1' 9 10;:;;~j\~"11 5305 . 5306 . I ,~ r~ .:~ '" .'\' 1 t".: 'l:'t" ",w ~ c: '\ '. :~ "'1 7"C.;J" . :JS(Ju' S 1~''''I'J5' c; ~, ::\.17' . .... : " s C:S'S6'08~~~ I , '30.SI',;~ C 5307 (,: ~ ~0.41 AC~:~~ 17860 :.r. : "'~ , I ~':.t :0:1 ~ ...c 't"'T, ';:, S 14'\l'5~' ~ \ -i- '<:].79' : 'j'd'3'!"' . -:""t- 1>6.i;6'.- :r: : ~~ (j) : : <.p ~ . : ~ . ~ 12: ' I .: l'i "....c. .;:~. ,J:<' ~...:s'u : I I~....~ s: e"'~9'3J' V, ~ I........,. S 02....l I' V :~ ..... <=l 37..30' ~DO''''': . SOUTH I.~ ~ ~ / __ )l2.B{ J~~ ~~ . {l-.\I~~~ ~ ~~~ ~,:I~~~~L ::; t --' A +'.:i ..; ------ I ~ '" N 8<;"3rl2' \I ::t R=33.73' . 7~./"Bi (Le-s r"'''''''IV '''''/ '-'!'~ao , - ..::~:;~~~.)(> " , '.::; 5100 ~. .~ 1~ ,9,: ~ 1- 6 :- ~ 5000 4900 ^ 4800 , -> " , , ~: ~ ", ~ c , 94 93 92 ;" 4700 .~ ~. 91 "',([,"'~_~!i'(!/h~ - .,r 3~~. (./'~/-"'.f) tl'S' -,' ,. -.J"5' .,,:," 7,~ ' ~ " ~t'-'Sl"~'Ir. u e-7' J 5301 5303 5304 5302 ~r;=:t.(/~ "-0 , , ~ '0 " " ~ ~ , to; ~ 1Y~ ,~~} ~~~~ ~ , ~ " " ~ ~) (fSW Try.. - .'''' ". (,\.{, "tJ? ..; " , ~w 01,,\ ~ 's-- <:C- cQ;\S ~,I'" (7' '--;7-'_38' c/--~ =t1 HA"- ./fj~~:r--. SiREE-T- _r' 7'5"' TF 7':' u 12 5311 5310' 5309 5308 7 '" 19 " 20 " ~ '" ..., 21 ~ , , " 18 .yS' ,,-f' T5" /0.5".3$' 7'~~' 7v' N' '- 7<:' 5314 5315 ~. L.\ ...,....-.. - --=-:-.~ "7,.:<r r' '.. 5316 ~ " , ~ " , 8 7 7"0' 70' ~~~~~~~<lL..- ,<Y.aY"~'/Y. - S."f.:e" (r'..!A7) A"" F',,,,.-1'~ ';t". - "r,j"t,;.1.' (/v,,&;i/. .r"~~) ~ . - - -MG- ~EN- Z 1-E J~~:j , ~ u I , CO <l I <.0-1, ~o 0-1 ~'\,cQ;~ ~~ ./"-!.'-5-~C';:,:.f ~;. " ,~ ,,>: '';' ..... '. , , , @j)"9<f9; 7?"'3!" ,~ -. 22 5317 0.84 Ae :?6,5'?O ~.r. 10 > ~ 19 /_.c.....,. ~- o ~ : ~r.l. ,-:;~t;~~:~~~.T<'.,:J~1 ..... P.T' I \ 20 ~-3 . ~I ;""!" 1900 21 _, 0"" )o'.r;/~ 2+El8 p....~.e'" . ,0"- ~.~. ,,~ J L :0 ~ 1 :::.,"'-4 Ie '. Ql ~- .; " -t s. " ~-9 ro',.:. ~:. ~...:.:~,,:,'.: ~~.:-. 10"\ ~ -2000 ;: t \ 0.18 ,AC. . '; h \ !-Z f,-' ,... >- ~ -;-....._ 1""/ i" -:.~ r:~'. . ""L'/......1'..\~ t<-~~~~~::-..:-.. .,-=- f. ..1 ,:;:-\:.......c.. .C "fC' ..." ~~:::...,..... t' :;/ IQ "_::'~.J_:~:~~::' .;.,,;.,,:..0/ S le'n'De'E ~2i30' , \ ( 2101) OOf AC. .-:loo;"8,"1 S (I1-o.;h.,. ( SS.Jl IC.r..:.~t'\ < , i ". ~ , ~ -, -. v: .; ,~ " '"' . , :? PRE.SUBMITTAL REC'D SEP 2 9 2009 ~1 I ~I -. ~ .'/ . : ...,....: I"~ ..,'.. . 1 .. .... ''''- :> ~ -.' - I ...J '-_ ) -: -- ... .' '" _ -' ----. :...;:~: ; ~~.~. ~; :~-\ .':.~~ ':.7 :',.',C' ::,:-,.' :i:: ': ::' ~,' ;:,:,.: ~'., , . , ij",' ..,~ " '-:" ;~ '". , 1 .. .. ~:::.."";:.':=':.t:"''''''"''''''''''''"''''''''''''' r.i:'\1_ o,n--T-,~ ICY I' " I ,~I I I~.. , , I 1,,'1. ~ '! : 1: ~ ~ ~ ~-----j--I; ~. ~ ~:t; ~ t ~,1'n' i~ ~ ,- nt1 '" " ii' I" ~ i'l ! I ~ ~ ~ " z Cl < > z 08 0 8 8 8 s: ~ ~~~~~~5~ ; ~ ~ ! ;;: ; c -I ij ii ! I .. .. ~ ~ ~ n ~ n Inlpp!; ~ ~ II i'l i'll 1llllH i i I ! !! [;: . ~ ! I' " ~ z II !!Il"llllli ~ ~ 1111"11 I! 'n ~. ~ ~H 5~ ~I")>:":'; !' ill !hll e f ; Ii !! I ~ ~ ~ 0 . z " .. .,." I V> ! ~~~!~~~~ ~ I ~ ~ ~ ~ ,. :",...:- Cl 11!li Ulnl II'!' ~ hi! ,il!llllll! 52 i~!,l 'II!'.!! I I ~ ~ ~~ ii d~l'C ~ M R - ~ z !IIi! !l"il! II! Ii s ~', ~l i~ 1111'1,1 I "I [;: ..." !I'I I,ll' "", III Iliii!l! l '1i11lh i I f; .. .. li'I'!!"I'llll' ! d ,II t!I'I! iilll Iii li!llli, 'II IP;d I!:I! !dllrm! I ~ I ~~ ~il @l ! II PIII!1i 1111 "II" 1'1 i !I l!!' 'i' Iii I 1il 'l ~ I< , . , .i . .. +~L~=::-~~l'<:'"~7[1>>""'t,:,:>~~:~?ll:':~:':'7t.:, l'@ '. .. .:....'l,eif,~.. ..... ... ..12),,'1-..... ..... ,..,. ...., r' i( I y: -:-:- c" .,: < < ..:< < <::::::c:..' s,;,; : > >: <. > >: < <. > > >:< :/':1 .'. . ,r ';1 =000 ~'" ~ > . . . . . . ~_: .";' .__l><~>>>>>>><::::::'::):< .'.II~,(I" I~q """'~ \ ~,(I' 4f ~,.;."-,, . , . , . .1, '1 .. . 10:,1 ~- ".~ ) '.....G(I... ......'1:., I' II!!!" ......>.:1>:1 '\>>f1r>:1 ~~~! ~-~ . . . , , . . 'e\: . . , . . , . . . I Il~"~ :'11:::::, ,. n...\.i'~....,....... ~ j.: ~ . . . . . , . . , "i Q !!, 'I I' ~ q : r .. , , I J: ~~~ N o v '\} ,- - ~ ~~ ,.. ~~- I ! 'Ill D;;j 69th & MAIN RETAIL ADDITION I . ~ GIBSON & GIBSON, LLC I )> , . z i ~ t t ~ 5898 MAIN STREET '"~ ~ SPRINGFIELD. OREGON 97478 , i,l ,'I "}V> ~ =i m " s: z e <!I~...m_ ! 'i I i I I I I I ! .1' " , 59TH STREET (J\MjOR COllECTORI ~ti:~~ :~ i~I(~ ~; .., I'., ~';ti.;f~~ . . .'"l , '1 '1','" ..1....' '. ' I~ ~:IGI; ..' ','..J I, t'l ,.' . t ~~~g i!H.(7 {f "~ ~ ----~-- ..--- ...... ~"'\Il ,,;;io" SEP2 9 2009 . ... '.~' ,- ~ <0-"_ , o. ~I'J i> '" eft' ~1 ~ ~1 rr ~~iJ -i co CJ . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT A Oregon Department of Transportation Statutory Warranty Deed PRE.SUBMITTAl REC'O SEP 2 9 2009 '!if/iff''''''''' . '", ,,,. 'om-;xr"BJl:"'.J!f'T<~'ftF"';' . ""'.-- ~r{{f'~~~"'i\?;'-~;' '~.' ~\n,.:.~':i-:~:~~.~o~~!~:;,~~i.~f~t~.{'..~]r.~mif~~:: ~ "'., '.i-.A.-:." . __" _.;;;:;ii~;}t~~-:.~ .. . d"LOT 10 VEm&~/.:,S::~':~~::.r1~;9'OfJ~?~~':i~]!~i:~~?~~~1 Ronalil. R. :Sa',md!.rs I, !a~d ' Robert" A. ~oppei1)"-"G.t~ri tor, _ C9!1Y~Y~ :~an4.;.~~r=:~:1Ii.t~,~~t~~!~~~~:;~ to.GI,.9S0N ::. _ CreSON,. .t:" 'C1:1rt.~L-=h.ip, GrtiiU:aif;.::t:hG follby;ln'~.~de6icri-lied:~' ,,;,;".._:-.:<,".::-;1,f:;:.:-;. proper~y ?fre~. ,:c;.~:.~nc.~rai~~~:s{"~.~xcep~~:~!:~~~~:~~~ fi~a.\~(:~~~':~ .'~~i:~ :::~~~!~~..~';:}{~~~t ~t 10 of~ILLANOV~ _ ~epIY'.ISION,as'p18'tted. ~4~:recq!ided -Jhi::!::'~::.' ':;;s..:::,'..:~"g~'- BO<?k ~6,; Pa9'(J ~.13.,~'~n,~i_~ci_U~.ty Ol;'e_9on.Plat Reco.r4.s_,)"~nLape. ':;~;. ';:~~2:'~:;7J.~' count:: ;O:::;:~6'~:~:::.~~{i~n bu~ nc>tyet due .n~:p.Y'bl.:. 'x?::':.+;~;;rf .2. pu!:)lic \,tilit.y'.ea'sement:.s's set forth on'.the: rec:orde:~.pli1t:. ;~,ir;-;:. . 3., Set. back : lines 'as'setforth .on the~ r.ecorded plat. '..-.:':';.~,,'_:.:,:.::,~.'_,.:~.:.:,'.~_'_..: A." Conditions and restriccionsiincludinq the -te~.ari~ "~k- p,r9,vls.i<M\S ~h~1:eot~ by :hl~'lt:il!lI"~nt: J:"r-{r.m:~('!it .11ily ht '1.9~(l? ,. Recept~o~,No., 22899, ir. Volume 418, page 298, Deed Records of L.ane Coun.ty, Oregon. . . "-. . i? " '. 6..-'~ .uUove. ';i, - ,~ _ Ii':::".;; tIl, ,....... "_l~ ~,' ~ "'.; - UI'.lTH, iCH^NGf: 1S ~~~ij. " , ' , ~P:; ~he fo11owir.y 'lliddress-:, ,~",:{(l-,l.Jrc9on 9:440. ~~; ~! 1: ,,'.', 'i ,5';:~ w - 2: ,,' ~ ! . '1', .1 '1 ~ ':ij z < "' ~ 1; ,. , .! j ; '1 ;- i i 1 j , ! I , ; ; , ! i I I I I. t I , I I' t ! I ." .~ . ~. < . ~5,Trust.:~aed, .ill'elUdihgt,he.tQ:r.ms ",n1 provisions Mr('!_~e"r executao,d 'by" Roheit.,A. Poppen, ~s .Grantor,t,o Springfield ,TitJe . Company,. a::( Trustee, -for the benef.H ~f Len.~"l, GrIffin', ,as Bel'1t:fi<:.i.ary', in the .Jm.c:Jnt of $20,000':00, datetl ',NOVilll1bc.l:-10, .197&, r",col'J1..'l1 November, 10, .1976, :Ree1'820,Reception No. 76-59491, .Official' Recordsof,~~ne Count~', "Oreqon;' which ''l'rust ,Deed, and'thc,obli_sa... tions secured thereby, Grantor a~5urnes and agrees to pay and perform. . "",:',::'... b'/- it!;:. <;: - -" ,.~ ,.... .....'_.i !,.::;f~:." ::'~;~:~: ~."'-':. . !J.'he said. property is free from ~11 enquml::irances exc'ept as sh,own 'l'hQ true' and actual L:oll!;idt1ratioll for 'this. conveyance is $35..000.00. ,.....: ;"" REQUESTED, 'alltax S~;Jtelnemt:s ar~ :to be' sent: to GIBSON & GIDSON, 668 Greenwoodt Junction City, Dt\Tl::D ,l.}li.s l,;:'th (jilY ..it ^u;iiu~t, -l97). . WIn lit I HO e 4 LO'::' 10 VEN'ri.iRE, a joint '~Y'l:!nturo:;, ~ ,n ,1'7_ ;" '...l....A,;......i,..fA,~~"\.o ,"_', ,vv v I '~_e5_ R,' ('al.l.,liWl'l~ By 18\r-~. Ie. <;:;,..~,I.A_ Honald R. Saunden' /. " ,/ p~~~ !~~STA~~T6~y ~AR?~MTY D~E~ '-!7 I, J..~ .-,-~ BY._. J"'. ~b~"..:l:>-,L 'J ...!-~~. '. n~bcrt A'. 'P~ppcn' \ I :....--~i:;.;;~. :.".':- ".'., ,",,,;'-. De.ll'cdpe::ton: 'LanG,ORDoculIleDt ,- r.ltr;DocID-.l~19931 197~:5i~O:3 '.I'ago~ 1, of 2 prdOr,: .~ CClIIlIIAI:D.t: PRE-SUBMITTAL REC'D SEP 2 9 2009 . . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT B Legal Description of Oregon Department of Transportation Portion of OLD 69th Street Right-of-Way PRE.SUBMITTAl RECIO SEP 2 9 2009 . . LEGAL DESCRIPTION Portion of OLD 69th Street Right-of-Way Springfield, Oregon A parcel ofland lying in the Southwest one-quarter of Section 35, Township 17 South, Range 2 West of the Willamette Meridian, and being a portion of that certain parcel of land conveyed to the State of Oregon by warranty deed recorded in Book 167, Page 597, Lane County Oregon Deed Records, said parcel being more particularly described as follows: Beginning at a point on the West line ofthat certain parcel ofland conveyed to the State of Oregon by warranty deed recorded in Book 167, Page 597, Lane County Oregon Decd Records, said point of beginning being South 890 41' 09" East, 35.00 feet from the Northeast corner of Lot 10, Villanova Subdivision, as platted and recorded in Book 16, Page 13, Lane County Oregon Plat Records; from the point of beginning run thence South 89041' 09" East, 34.30 feet to the East line of that property described in City of Springfield Vacation Ordinance No. 6057, Recorded October 28,2003, Reception No. 2003-105436, Lane County Deeds and Records; thence running along the East line of said property described in City of Springfield Vacation Ordinance No. 6057, South 180 39' 03" East, 17.81 feet to the East line of said parcel ofland conveyed to the State of Oregon; thence running along the East line of said parcel of land conveyed to the State of Oregon, South, 76.50 feet to the Southeast corner of said parcel of land conveyed to the State of Oregon; thence along the South line of said parcel of land conveyed to the State of Oregon, North 89044' 53" West, 40.00 feet to the Southwest corner of said parcel of land conveyed to the State of Oregon; thence along the West line of said parcel of land conveyed to the State of Oregon, North, 93.38 feet to the Point of Beginning, in Springfield, Lane County, Oregon. Containing 3,687 square feet. PRE-SUBMllTAl REC'D SEP 2 92009 __,__._ _H_ _. . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT C Oregon Department of Transportation Draft license for Ingress and Egress PRE.SUBMITTAL REC'O SEP 2 9 2009 . . Oregon Department of Transportation LICENSE FOR INGRESS and EGRESS TO: GIBSON & GIBSON The above named person(s) are herein ref Reference is hereby made to the use of certain p , 'f}:, n Lane County, Oregon, owned by ODOT and under the jurisdiction of the State of Ore~6~.~ID' and through its Department of Transportation hereinafter referr~~. :~t~~t:t:'" saidrsli~~':",iS described as follows: . SEE_~" "." . State gives permission to the abOV;~!ce~1!:5~rK~c~ agents, employees, guests, licensees and invite.e.7:.s. ~~"~.o..~ ss the aOOY')i;.'.t(;j:<scribed property, hereinafter referred to as "ODOT property", f~r~the!~~,.gse of ac't;~ ing Licensee's commercial property described in deed to G..ib.[r<:l1..,(~!'Gibs~n"f,..e...C3 ordedA.J .,,~.~.t.1 7,1977 as R8GOR #7751903, Lane County Official Recor s.''0' ,; " . 'Yo:!, :.j.,' <i", ~:t: This Licen:ill b. egi..ni.'l. '. ~~~,::a~t~;;Si9R7. r: State, below, and shall continue until . terminated pur 'u~ toz6'~rovisionf'n~fein. St~JiJ<1~e th~ :~J.o terminate this License without written notice to Licensee at any in1~cli.'''''iti(iR~may a~ia~o State to be in the public interest and such termination by '$)tfte shall be'''~~~t liao1i~J9 State for any loss, injury, or damage which Licensee may ;;'suffer as a resul',tl~eof. Licensee hereby waives any claim for loss, injury or damage of , "1j,!~hany nature whatso~ll:~r in the event this License is terminated. Licensee may also . '~~J;!1inate this LiceT,~ upon ten (10) days' notice to the State. Nothing in this License shall ~~Q....ssttlr~ed as ,9.llIkOg Licensee an int~rest, leg~1 or equitable in the ODOT property other thal'l'the, Ight o~!#1resS/egreSS as prOVided herein. This ~\~~f.tther assignable nor transferable, and is' personal to the Licensee. There are no fees'fssociated with the use of this License. Licensee shall not use the ODOT property in any way that interferes with the use by other users. Licensee shall not allow litter or debris to accumulate on the ODOT property. Licensee shall not deposit or allow anyone else to deposit or store, accid~~5lfBMITTAL REC'D SEP 2 9 2009 Page I of 3 ODOT License . ".__q~. _~. 0" . . intentionally, Hazardous Waste on the ODOT property. Hazardous Waste is defined in ORS 466.005(7), and includes petroleum and its by-products. In consideration for this License, Licensee hereby agrees to indemnify and hold harmless the State and the Department of Transportation, its commissioners,~ployeeS and agents, from and against all damages, claims, demands, s~its, a,$fBPs or causes of action resulting from, or because of, any damage to property or inJuryd>~eath of any person arising out of the use of ODOT property by Licensee, their qg'eR!s).e,[11ployees, licensees, guests and invitees, or any other user of the ODOT prop~~tfci\:;'Qim~"J,)U u,t not limited to the costs of remediation or clean-up of any Hazardous Was~'sed or a~QoSited on the ODOT property by Licensee, their agents, employees, Iicen~;:f ,guests or in'ifi~;.,. Licensee shall, in consideration of use of ODOT ~erty under this Licensef'lm" ress and Egress, carry and keep in force public liability )~j"ance for ~erage of activitie occurring on the premises in a form and with compani(i1~mccePtabl~~ff(ate. Licensee may accomplish this provision by an extension ort&,,~jt~u,rr,e,Q~loSurance coverage to the ODOT property. State reserves the right to require inerea's,91J!9Hility coverage if deemed necessary. The insurance policy 0, ,r policies shall~CI~~~.", a,o ,s" additional named insured the State of Oregon, its Transportatio~Commission, its ';y'i'~!.,., rs, officers, agents, and eml,ployees. Licensee shall furn~'~hlS@"tJ~{", ith a certifil,cat~C1,'!?!?d;;'S,!L~surance or copy of each po ICY. ,," 'W' "';J~ . ., '. ,,- "iI'$l~ ,.''h _ < h'r By granting this License, State ass 1J:1, 00 no I'"J' '.~ nsibility for maintenance or repair of the ODOT property. Any an : !~. 0 ;.~.~ enance or repair is and shall remain the responsibility of the U~ '.' 'e ~,,"o"c. """",,~ ."0 "".':; For any suit or ~tJ!i' ~nstitu o~~! by State t ;o,wiforce any provisions of this License, Licensee agrees to p~~ft attorney, 's and cost ~~, shall be awarded by the Court. This LiCenS~~{lot ~e ri~;";;~~~t ~'s~ion to access the city street 69th Street. This License is issueG'fc,9r<l2,\Wently with, and subject to, an approved Access Permit from the City ~P9ngfield~~\ascess to 69th Street. Default in any of the terms and provisions of t~cc ~~~~it Sh~~~ default in the terms of this License, and may cause State to ,im . ediatel te7'~:r:te tI1iS~nse. Date Region Manager Date PRE.SUBMITTAL RECIO SEP 2 9 2009 Page 2 00 ODor License . . Right of Way Property Management Date Date Licensee Licensee as part of the consideration hereof, does hereb ovenant""'lff'. person, on the grounds of race, color, or national origi'1~~hall be exclude. participation .in, be denied the benefits of, or be otherwise SUbje~;rO discrimination i '!'J~se of said facilities, and (2) that the ODOT property shall b~,~~ed in compliance with afl{i5~~r requirements imposed pursuant to Departme ofiifransport tion, CFR 49, Part 21, as amended. That in the event of breach of the above nondislSm right to terminate this License and repossess preml said License had never been mad or issued. Distribution: Licensee, Property Supervis GENK5160 PRE.SUBMITIAl REC'O SEP 2 9 2009 Page 3 of3 ODOT License . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29,2009 EXHIBIT D E-mail from Debbi Rieh, ODOT Property Agent, to Kristen Taylor, THG Architects & Planners/lnc, Dated January 29, 2009 PRE.SUBMITTAL REC'D SEP 2 9 2009 Message . . Page 1 of 4 Kristen Taylor From: RICH Debra J [Debra.J.RICH@odot.state.or.us] Sent: Thursday, January 29, 20094:53 PM To: Kristen Taylor Cc: HARBERT Gail A Subject: RE: 200710 - 69th & Main Attachments: Ingressegreelicense.pdf; Exhibit A.pdf; legal desc odot release parcel (2).pdf Kristen, Here is a copy of a license, which if approved, would allow your client to cross ODOT property for ingress/egress purposes. Before ODOT can issue this license, approval for access to 69th Street by the City of Springfield would be required (see the last paragraph before approvals). I hope this form provides enough information to present to the City for acceptance. Thank you, Debbi Rich Property Agent Oregon Department of Transportation Right of Way Section 503.986.3639 (direct line) 503.986.3625 (fax) From: Kristen Taylor [mailto:ktaylor@tbg-arch,com] Sent: Thursday, January 29, 2009 11:09 AM To: RICH Debra J Subject: RE: 200710 - 69th & Main Debra, Thank you so much for brain storming potential ideas to address this question that will be simpler and not costly for my client. Thanks and I look forward to hearing back from you. Kristen Kristen Taylor TBG Architects & Planners/INC 132 E Broadway Suite 200 Eugene OR 97401 P 541.687.1010 ext. 15 f 541.687.0625 PRE.SUBMllTAL RECID SEP 2 9 2009 From: RICH Debra J [mailto:DebraJ,RICH@odot.state.or.us] 9/25/2009 Message . . Page 3 of4 / From: DETERING Lynn [mailto:lynn.DETERING@odot.state.or.us] Sent: Wednesday, December 17, 2008 3:30 PM To: ktaylor@tbg-arch.com Cc: CLINE Ramona G; RICH Debra J Subject: FW: 200710 - 69th & Main Hello Kristen. This piece of property is a complicated one for a few reasons: 1) ODOT can not write permits from their property to City owned facilities (which 69th is City owned). 2) ODOT permifs are specific to operating right of way and ODOT can not wrife permits to property that is not operating right-of-way. Although this property is not assigned a tax lot #, it is not part of the McKenzie Highway's right-of-way system. It is also available to surplus, which furthermore identifies it as none operating right .of way. It appears that to obtain legal access through the property an easement would be required. If you have any further questions, please let me know. Thank you, Lynn Detering Permit Specialist - ODOT (541) 726-2577 -----Original Message----- From: DETERING Lynn Sent: Wednesday, December 17, 2008 1:52 PM To: RICH Debra J ~ubject: FW: 200710 - 69th & Main Debbie, Please review and provide any info that you may have. Lynn Detering Permit Specialist - ODOT (541) 726-2577 -----Original Message----- From: Kristen Taylor [mailto:ktaylor@tbg-arch.com] Sent: Tuesday, December 16, 2008 4:59 PM To: DETERING Lynn Cc: Matt Matthews Subject: 200710 - 69th & Main PRE.SUBMITTAL REC'D SEP2 9" Z009 Lynn, My client owns Tax Lot 5317 (Assesso(s Map 17-02-35-32) at the northwest corner of 69th and Main. ODOT owns Assesso(s Map 17-02-35-32 Tax Lot21 01 east of my client's property. I have attached a drawing with the highlighted area of ODOT owned right-of-way silting directly adjacent to my client's property that was the piece under question of ownership for clarity (highlighted in yellow) - it has been confirmed that ODOT owns this 9/25/2009 . City of Springfield Site Plan Review Pre-Submittal Req uest Exh i bits September 29, 2009 EXHIBIT E Exhibit Map of Public Easement . PRE-SUBMITTAL REC'D SEP 2 9 2009 t;: IO 1-,., 0:: 011 c9~ () (f) 133H1S >-~ g~ 01 "- '-'0 ZI ~~ -'-' x_ ."'0:: H 1 6 9 '", v .' /,' ._. 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OUle> ...JUlZ w_ ~UlO:: Ul(L I-<(Ul C> I Z w ~ U ~ ~ '" N g 13 . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT F Legal Description of Existing Public Easement . PRE-SUBMITTAL REeD SEP 2 9 2009 . . LEGAL DESCRIPTION Existing Public Easement East of and Adjacent to Lot 10, Villanova Subdivision 69th and Main Street, Springfield, Oregon A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the Willamette Meridian, and being a portion of that property described in City of Springfield Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003- 105436, Lane County Deeds and Records, said parcel being more particularly described as follows: Beginning at the Southeast comer of Lot 10, Villanova Subdivision, as platted and recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running thence North along the East line of said Lot 10, 150.00 feet to the Northeast comer of said Lot 10; thence South 89041' 09" East along the Easterly extension of the North line of said Lot 10, 69.30 feet to the East line of that property described in City of Springfield Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-105436, .Lane County Deeds and Records; thence along said last mentioned East line the following six (6) courses: I) South 18039'02" East, 36.54 feet; thence 2) South 1006' 36" East, 55.31 feet; thence 3) South 3041' 31" West, 37.30 feet; thence 4) along the arc of a 33:73 foot radius non-tangent curve to the right, the chord of which bears South 57016' 55" West, 36.94 feet, a distance of 39.09 feet; thence 5) North 890 31' 12" West, 13.58 feet; thence 6) South, 2.82 feet to a point on the Northerly right of way of McKenzie Highway (Main Street); thence along the Northerly right of way of McKenzie Highway North 89041' 09" West, 35.00 feet to the Point of Beginning, in Springfield, Lane County, Oregon. PRE.SUBMllTAl REC'D SEP 2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT G legal Description of Portion of Public Easement to be Released PRE-SUBMITTAL REeD SEP .2 9 2009 . . LEGAL DESCRIPTION Portion of Public Easement to be Released East of Lot 10, Villanova Subdivision 69th and Main Street, Springfield, Oregon A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the Willamette Meridian, and being a portion of that property described in City of Springfield Street Vacation Ordinance No. 6057, recorded October 28,2003, Instrument No. 2003- 105436, Lane County Deeds and Records, said parcel being more particularly described as follows: Beginning at the Southeast comer of Lot 10, Villanova Subdivision, as platted and recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running North along the East line of said Lot 10, 142.00 feet; thence East, 10.08 feet; thence South, 67.55 feet; thence South 30 03' 36" West, 74.59 feet to a point on the Northerly right of way of McKenzie Highway (Main Street); thence along the Northerly right of way of said McKenzie Highway North 89041' 09" West, 6.10 feet to the Point of Beginning, in Springfield, Lane County, Oregon. PRE.SUBMIITAL REC'D SEP 2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT H Legal Description of Public Easement after Revision PRE.SUBMIlTAL REC'D SEP 2 92009 . . LEGAL DESCRIPTION Public Easement after Revision East of and Adjacent to Lot 10, Villanova Subdivision 69th and Main Street, Springfield, Oregon A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the Willamette Meridian, and being a portion of that property described in City of Springfield Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003- 105436, Lane County Deeds and Records, said parcel being more particularly described as follows: Beginning at a point on the Northerly right of way of McKenzie Highway (Main Street), said point being South 890 41' 09" East, 6.10 feet from the Southeast comer of Lot 10, Villanova Subdivision, as platted and recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running thence North 30 03' 36" East, 74.59 feet; thence North, 67.55 feet; thence West, 10.08 feet; thence North, 8.00 feet to the Northeast comer of said Lot 10; thence South 89041' 09" East along-the Easterly extension ofthe North line of said Lot 10,69.30 feet to the East line ofthat property described in City of Springfield Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003- 105436, Lane County Deeds and Records; thence along said last mentioned East line the following six (6) courses: 1) South 18039'02" East, 36.54 feet; thence 2) South 1006' 36" East, 55.31 feet; thence 3) South 30 41' 31" West, 37.30 feet; thence 4) along the arc of a 33.73 foot radius non-tangent curve to the right, the chord of which bears South 57016' 55" West, 36.94 feet, a distance of 39.09 feet; thence 5) North 890 31' 12" West, 13.58 feet; thence 6) South, 2.82 feet to a point on the Northerly right of way of McKenzie Highway (Main Street); thence along the Northerly margin of McKenzie Highway North 89041' 09" West, 28.90 feet to the Point of Beginning, in Springfield, Lane County, Oregon. PRE.SUBMITTAl REC'O SEP2 9 2009 . . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT I Letter from Clayton McEachern, City of Springfield Civil Engineer, Dated July 12, 2009 PRE-SUBMITTAL REC'D SEP 2 9 2009 . PUBLIC WORKS DEPARTMENT ADMINISTRATION / ENGINEERING DIVISION: (541) 726-3753. FAX: (541) 736-1021 ENVIRONMENTAL SERVICES DIVISION: (541) 726-3694. FAX: (541) 726-2309 TRANSPORTATION DIVISION. (541) 736-1006. FAX: (541) 726-3781 MAINTENANCE DIVISION: (541) 726-3761 . FAX: (541) 726-3621 225 FIFTH STREET SPRINGFIELD, OR 97477 www.ci.springfield.or.us/depLPw.htm www.ci.springfield.or..us July 13, 2009 Subject: Easement adjustment for tax lot 1702-35-32-05317 To Mr. Mathews, I have researched the existing blanket public utility easement across the western side of the above mentioned tax lot. It appears that the easement was created when 69th St was relocated to the east and several utilities that were previously in the city owned ROW for 69th St were not relocated. The only utility line in the easement that the city has interest in is the 66 storm drain line that drains to the north through the easement. A Development Issues Meeting (DIM) is recommended for questions such as this, Through this process the city can provide definitive answers on this or any other questions or previously unknown circumstances that could affect any potential development on the site. The city will also seek input from all parties affected by the development (such as SUB, ODOT, Willamalane, and other private utilities). Upon preliminary inspection, a 20' wide easement centered on the surveyed location of the line would probably be acceptable. Based on the approximate location of the storm drain line shown in the city GIS maps that the east portion of the easement would overlap with the existing ODOT owned property and city owned ROW for 69th St. The western portion of the easement would intrude into the parking lot of the existing business (Dari-Mart) on the site. Additionally, any other utilities located within this easement will need to have a concurrence letter from the concerned utility or owner to allow the easement adjustment. The easement relocation can be handled through the typical site development submittal process or as an independent submittal. City planning staff can provide assistance with the details of the submittal process. Sincerely, Clayton McEachern, PE, Civil Engineer Ph (541) 736-1036 Email: cmceachern@ci.soringfield.or.us PRE~SUBMITIAl REC'O SEP2 9 2009 10/30/2007 14:22 FAX 747~ lYse FAX . ~ 0011001 SPRINGFI ELD UTILITY BOARD WATER SERVICF. CE}.;TER. 202 South 18t~ Strut Sprlngflold. OR 97411-5240 TQ: 541.726.239' Fu 541.747.7348 www..ubutil.com 10/3012007 Mr. Matt Mathews TBG Architects & Plannlll1l Inc . . 132 E Broadway, Suite 200 . Eugene OR 97401 Dear Mr. Mathews: SUBJECT: 6898 Main Street Retail Addition I was asked to review the proposed retail building expansion adjacent to SUB's 8" waterline at the abtlve address. The existing waterline is within an easement retained by the City of . Springfield when the 69th Street right-of-way was vacated. The waterline is lead jointed cllSt iron pipe installed in 1952 at a depth of4'-5'. The proposed building footprint is within the former. right-of-way at a distance of approximately 6 feet from the waterline. We feelthat no structure should be placed closer that 10' from the centerline of the 8" waterline. Ten feet provides adequate protection from damages to the waterline during building construction and allows sufficient room for equipment access for maintenance of the wilterline without risk: to the building. If you have any questions, please contact me at 126-2396. Sincerely, <lS o..d- f N\ c...lt"o () Bart E. McKee P.E. Senior Civil Engineer - Water Division BEM:mk PRE.SUBMIlTAL REC'O SEP2 9 2009 . : S:\AOREIlMNru.etters\6898 Main Street building expamlon ID-31l-07.docx . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 . . EXHIBIT J Letter from Bart McKee, PE, Springfield Utility Board, Senior Civil Engineer ,; Dated October 30, 2007 \ PRE-SUBMITTAL REC'O SEP 2 9 2009 10/30/2007 14:22 FAX 747~ lYse FAX SPRINGFl ELD UTI LITY BOARD . Ii!I 0011001 WATER SERVler cn':TIR 2Q2 South 18th Strut Sprlngflold. OR 97417.524Q ToI541.726.2396 FIJI. 541,747,7348 www..L1btltil.com 10/3012007 Mr. Matt Mathews TBG Architects & Planners Inc . . 132 E Broadway, Suile 200 Bugt:lle OR 97401 Dear Mr. Mathews: SUBJECT: 6898 Main Street Retail Addition I was asked to review the proposed retail building expansion adjacent to SUB's 8" waterline at the above address. The existing waterline is within an easement retained by the City of . Springfield wht:ll the 69th Street right-of-way was vacated. The waterline is lead jointed cast iron pipe installed in 1952 at a depth of4'-S', The proposed building footprint is within the fOIIller . right-of-way at a distance of approximately 6 feet from the watei-line. We feel that no structure should be placed closer that 10' from the centerline of the 8" waterline. Ten feet provides adequate protection from damages to the waterline during building construction and allows sufficient room for equipment access for maintenance of the waterline without risk to the building. If you have any questions, please contact me at 12&-2396, Sincerely, CL5 o..d- r N\ c.-\G2. ~ Bart E. McKee P.E. Senior Civil Engineer - Water Division BEM:mk , . S:\AOREEMNru.etters\6898 Maln Saect buUding explllllliOll J()..3o-07.doCll PRE.SUBMITTAl REC'O SEP2 9 2009 . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 EXHIBIT K Stormwater Drainage Study by SS&W Inc.-Engineers, Dated September 28, 2009 . PRE.SUBMITTAL REC'O SEP 2 9 2009 . . STORMW A TER DRAINAGE STUDY 69th & Main Retail Addition 6898 Main Street, Springfield, OR SSfW 9nc.-engineers SURVEYORS f PLANNERS 2350 Oakmont Way, Suite 105 Eugene OR, ~7401 Phone (541) 485-8383 Fax (541) 485-8384 email@SSW-Engineer.com Job No. 07-6617 DATE: September 28, 2009 PRE.SUBMITIAl REC'O SEP 2 9 2009 - -- .EXpiREs:-~~; -i- IilJ 002 ,"'ax: (541) 736-1021 STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ~ ....., '.l-'I"'H.;"~""':'~:'~~~-~;''': L!~ ('" .,.... ': ..': ',' . ' " . I... "',~:',:~~-r,~'1~1:1~~:~ " ..",:~;::,::L .-i!~"i.;.""" ",."",--frjr~.+(1p'l'.thl!/l/!f.tW:"dOJd.~),';RP/I~I./:' ',f " :,c;"'" C,", '~'j.",,-- ,~., ~ ..' : (f~~iii{i~,M.i~.~i/itfP,Sfq~it"'IfJ'9itY:i{';:;pw.tI}ellJPli.~f~1V;p~r-r ftWne;Vit1d.';f:'fX # 13~~Nl:;,~~~~:~rl~~!.q3:5).' " :' . ".J":",,,,,,,, ",':"" ."':.",, . .: ,'~maihnSlnuder""~hpr.'M~f1'/d.Or:U:;;':i" ,": ,. " ","'1'" ",,' ':",:,~,'~~.~!;~.r~~:;',',: :',",' ',''''.' ,'...... ',," .,~'f'tr~ 1~,",,. ',.,,, ' "',:'~,:,~ 'I.' . }>J'!ljecl Name: 1>"'<2.' _ tJ\"'....-< /!...'N-.<-""..J. ' Applicant: ss,~w \.:.:. -"'...... \,..,e&....~ I v..."-'"'A",.A c.~ ~s~~~;Ce1 ~~~;;::~~~~ ~::;~'~:I-~;:(~'1i:~~~~-'-----~--1.. PJ'ojectSize(Acres): O."ilol,( I Fax#: Cs--II') ....'l....~...."S.'i..... ApproL Impervious Area: 0.1.\"'1 {,;<.T...... '\ Email: ~........\ ~ Sl>u:.-"'~'f"f(" ...~ Projeci DescdptiOD (Include a copy of Assessors map): ,&...b>"''' A-= l>"~l;.,~ ~_,,~ 0" BX.m'1t.l4l:l..r..\-M.^~1'. ~'''T'~4 A~\ll.l...t.l. A~"'" l\o..t>. ~1"''''''6' ~. s;r"",-/ Il^JTA-Gt: A:t>I>I,...."'...I..1S<.,.U>I.I~.s. ~ us~U.7 11'''''1> e~T... OJ' oF 'b_.-""'......., To"gE' ~"f"'O~' "'t. ~""'1:0 ~ ClO li<l,. c:-r. 'jI.e;i'.;c.'7"'e't. ~I . D~ge Proposal (Public connection(s). dischazge l~on(s), etc. Anach additional sheet(s) ihecessal)': s."_~"li5'1l.. 'T.. 'J>~I~,lItf"'7~~,~O ~1~'" 'R> e-~'''"J'''''Cf 1i1~;;'f'''''.oASI'7.. \0111-\0<.1-1 'i:>ll4\...!:" ...... Cf7'1.... .s~.......~.I>'c,..;.. ~"'''I,"to-. Mb"4 ,....,'''''S''1~(,f1' osed Sto water Best an ement Pra' : 'VE!<,r?10111kJ<S ~...t..6' W>.....zet> /T~ f'lt)I:e7~ t.J~...:1 ~ t:F u>; '-:::;,:::;;;;;.; ~"">";;"';';' ..dzbHnii UfiiJiiuib'''lh.{i;;''ti''dR """ folll"A' /(""'/ ~".....----,_... ..': '. ~.': ,<: . ;!f',:,:,:': ~iHfiiri~;:"'I~~,F'l#iked'/i;l1~1fe: (:'IIY: ~~~!1Jeli'onl;imd'biifi.k,of*- ~~'~!JitII,.D;.;~~~;i4, Wi i;i: . ':'; fi..',. .,... '_""'.',b' an' IlCatlQnto-heco1l;- ete ,'submlilii1;altlw horheu .ui1'einertb. :b.i~l!$r':' H ;.f:.":: ;.:, Drainsl!e Study Tvne lEDSPM Section 4.03.Z): (Note. DR mav be substituted fur Rational Method) o Small Sito Study - (uso RaIioDal Method for calculatlQlls) . . Mid-Level Development Study - (use Unit Hydrograph Method for caIoulatlO1lJl) o Full Drainage Development Study - (use Unit Hydrolll'iph Method for oBIculations) Environmental ConsideJ1ltioDBI '1 1I~~~"~~__.. .......I:,n;='~_n.. . . .~.::5~f ~.~'~~mrl=;~;t,::~.;'-.,."fS~ IiIN1A SEP 2 9 2009 o Flow line for starting water surface elevation: o Design. HGL to use.for starting water SUIfuce elevation: D Manhole/Junction totalceanalysiil to: R~m lei MlJitstOUder@cnyofspringneid.emaii: mstO~i.siiiiiia1i9iii.a,..iiS..FAX: (541f'13s:.f02-". . C:B ~\1d ~i9N3 MSS . '1>8E8581>U><;j ~1>:88 ~8B~JBEJ8B' 08/31/2007 10:06 FAX 541 73'ilf21 CITY OF SPRINGFIELD PW. 141003 COMPLETE STUDY ITEMS I P",Official U..Oply. tAbS '" Saled upon thE info/'mali(J!J provided on rhofronl oflhi3 .h'tl, .hefolluwing repr"".nI.1; a minimum ofwhar ;" noodedjor an applicatio" 10 /;4 M",plelejor mbmllfal Wilh raped 10 draInage; howilVer, lill.lI" ,lIould not b. usea in lieu '>r'h. Sprl"gfle/J DrrJeJopmrml Code (SDC) or Ih. City's Engine/Jrlng D.lilgn Manual. Compllwu:e w/lh /hue rlqUirem.nl~ dOl,' not clJl1SlllUl. 5/11 apprtNaI: Additional .ire ,p..Ifi. informatio~1 mil)' b. required. No": Upon scoping liMit submittal. ,,,,,ur. completed form hlY bOIl" aign.d In the spaceprtlVld.a below: loterim PAlIn StaodardsIWater Quality (EDSPM Chapter 3) ~V~ .' ,,' t'bI 0 AU DOlI.building rooftop (NBR) imp""'iollS swtlIees shall be pre-h'"ted (e.g. multi-chambered earchbasin wfon liItration , - ,~~ ------mema) -fuiswnnwatet-qull1iry;"-AddltiQllaDy; a minimom-of,SII%oflheNBR-impervil>US surfaeuballbel1:eated by-----" vege~<l merhods. o Where reqlllred, vegelalive alOm1water design shall be coll8istent with interim design """'dllI'ds (EDSPM Sectioo 3.OZ), set forIh by the Bureall of1l1lviromnental Services (IlES) or Clean Wam Sel'vices (CWS), o For new NBR impervious atea Jess than 15,000 aqullnl fee~ a simplified design approacll may be followed as specified by me BES for vellelative tmtmenL ' o Ita stonnWaIerwalmenl swale is proposed, submit oaIQulatioosfspeciflcatlOllS for sizing, velocity, ,low, side slop... bottom slope, and seed mix cOIlllislent with either BES or CWS /'lIquiremenls_ o Water Quality QaIcullllions as required in Sec:tion3.03.1 oCtbe EDSPM ~ AU building rooftop mounted equipment, or other fluid conWning equipment locllted outside of the buildln& shall be provided with ~OlldaIy cODlaimnenl (Jt w08lhet rosislant enc[o,ure. Genel':lll Study Requb'emCllts (EDSPM SectloD 4.03) _ ' . Iii 0 DteJMge swdy prepated by a Professional Civil Engineer llo;eased in the Slate of Oregon. o I!i A complom draina$e smdy, as required in EDSPM Secli0ll4.03.1, including a hydrologlcal SlUdy ...,ap, 118- 0 CalculatioDs showinG sySlOll1 capacity for a 2-year stoml evenl and overflow effectS of a 25-year smrm evenl. iil 0 'Ibe time ofeonoentnltion (Tc) shall be detennillod uaing a 10 minute slal'ttlme for developed basms. iJ 8 ~ a RovleW at Dowos!ream System (EDSPM Section ..03.4.C) , , o l!i' A downmw drainage analysis as described in EPSPM s.cilon 4.03.4.C. On.,s!te drainagIl shall t,. govBIIUld by lbe Oregon Plumbing Specially Code COPSC). D. i}EIevatioDs otth. HOL and flow lines for both all)' 8IIC.t prlvlIle systems where applicable. De.ign ofstorm S)'!ItemB (EDSPMSeeiloD 4,04) fd! 0 Flow Jines, slopes, rim cJevaWml:, p~ type and size$ clearly indicated on tho plM ~. ZI 0 Minimum pipe CoVel' shall be 18 inches for teinforced pipe and 36 iDchea for plain concretll and p1amc pipe materials, or proper engIDoerlllg calculm:lons shall be provided wb"" Ion. 1'hG cover shall be snffieiellt to suppa."!: lID 80,000 Ib load wilhout 1\dIure of the pipe =e. o /!iManning's .... velllea fot pJpe< Jlhall be eoD$i$"'ol with Table 4-1 ofrheEDSP. All sto.rm pipes shall be designed to achieve Ii minimnm velocity oilbroe (3) feet pel second at 0.5 pipe tiill based on Table 4-1 as well OtherlMlso IjI 0 Existing and proposed contours,looated al OIle foot interval. Inchule Spal elelta1iOllB lIIld Jilll gmd..; showing how silo ,drains .. Ijl 0 Private slarmwater _ears sh,.J1 be eIearIy depicted on plans When private stormWall<r flows from one proper1;lt' to another o ~ :D?",:ells ~lnot receive ~offfrom any sur:~c~ w/o belns lmted by one or DIOre BMPs.Wlth tb, ex~mtcmof!:\lSJfIe1njaJ .......boi!dingl'Oofs<SpSPSeclIon 3,03,4;A)~-Additionalprovlslonsapply to thisas tequiredby theDBQi-RefOl'totheweb$ite:.. . .. '..~.''''':www:deo'.ta!l!'''l:i1'!lfwafmnmdwaloichome,hcm'for'mOl'll,lnfOl'lllatlOll;c'"~;",;,.",~",","0=....'...'__".~-.;.~.;. .,"~.-"'~,~-.,'-..-.,.,.--, , o ~oDpondBsbau be designed to limilronofflo ~pmODt~forthe 2 ~~2S.;"'ITTAL RECIO *TIIlsfo,,,. Rbt1ll be included tIS tIIJ attncIunmt, iMide thtfronl wver, (Jfthe stDl11t",l/ier Jbldy I ":',' ."..~:.4M'i~" ", . '. - . . ---.SEP292009 ,_ " ,fHl/Q f. " ~ 'UASEBEtWBlt:LOrr.4N!J$.ftJNl . ~ As lhungiDcer of=ord. I hereby cerlifY,tbe above tcquin;d items are .. " complem and incIndedwitb ibo submil!edstcmnv3mrSlUdJlandplan oat ~~ ~~,lag Form Venlion2: March2004 ee 39\;1d &B3NI9oI3MSS . \iEie8!;8\it\i~ 1'1> ;89 '.Leel/ee/Be. . . OVERVIEW 1.0 INTRODUCTION The subject property involved in the proposed development is a gently sloping 0.74-acre development site, currently developed with a Dari Mart and coffee stand. The site is on Tax Lot 5317 Assessor's Map 17-02-35-32. The site is bounded on the East by 69th Street, bounded on the North and West by adjacent lots, and bounded on the South by Main Street (McKenzie Highway). A 3,700 square foot retail and 900 square foot additional buildings are proposed on . ... .. _thLs.ubjecl:p.~op~I!y',_~omplete witl1_a.parking .lot'.2.~tary sewers, .and storm.. draiIl<lgl':.. infrastructure to carry runoff from the development to the existing public storm system. 3,177 square feet of new or replaced non building surface will be added to site. Seventy-nine percent of the new non-building runoff will be treated with a vegetated swale. Stormwater runoff from the west paved area on the site will be directed through a curb cut to the vegetated swale. Catch basins equipped with filters and oil/water separators will be placed in the swale for catching overflow. Roof and sidewalk run-off is routed to the existing system on the site. The vegetated swale will filter pollutants and sediments from the run-off and the planting of trees within the swale and detention pond areas will further pre-treat the stormwater runoff by reducing the temperature of the runoff before it enters the public system. Hydrologic calculations to determine the existing (pre-development) and proposed (post- development) runoff amounts are included, as are hydraulic calculations to determine pipe sizing, and calculations to determine the sizing of the proposed vegetated swale. A "Stormwater Management System Scope of Work" sheet was submitted to the City for the proposed development. The scoping sheet states that a downstream analysis of the receiving system is not required for this report. Mid-Level Development Study is required using Unit Hydrograph methods. 2.0 PURPOSE The purpose of this report is to attempt to comply with the requirements of-Article 32.110 Stormwater Management of the Springfield Development Code, and the Springfield Public Works Engineering Design Standards and Procedures, dated April 2006. ..-.._,c-._,_.....~,-._-.,-,..,_. :".~"-,:,...,, '"~"." "..,-o',,"=.,..,.,.,.'C.~.,. ...".,..;"'.".,...~_-;-,-c,' .._-.._..._'.~.. . '"~"""." ... -.. PRE.SUBMITIAl REC'D SEP 2 9 2gg~ . . HYDROLOGIC AND HYDRAULIC CALCULATIONS 69TH & MAIN ADDITION: 1.0 PURPOSE The purpose of these hydrologic and hydraulic calculations is to determine the runoff flows froin the subject property for both pre-development and post-development conditions, and to verify pipe and swale sizing for the proposed development. 2.0.CALClJLATIO!ll.METHQQS The Santa Barbara Urban Hydrograph (SBUH) method was used to determine the pre- development and post-development runoff from the site. Excel software was used to perform the specific calculations. The input variables and resulting flow rates are included in Appendix A. The flow calculated from the SBUH was proportioned by. area and used to size the drainage pipes for the post-development runofffrom the site (2-year and 25-year event). Time of Concentration: The Time of Concentration for the pre-development conditions was determined using an initial time of.lO minutes, and then adding'the calculated travel time for pipe flow, gutter-flow, and flow to the existing catch basin from the most remote point in the basin. The pipe flow calculations were determined using Manning's Equation for pipe flow. Specific Time of Concentration calculations for the pre-development conditions are included in Appendix A. The Time of Concentration for the post-development conditions was provided by the City of Springfield staff to be 10 minutes. As shown in Appendix A: . The Time of Concentration for the pre-development (existing) conditions was calculated to be 10.9 minutes. 3.0 PIPE SIZING The pipe sizing calculations is included in Appendix A. Required flows to the swale and the existing 8-inch stormwater pipe were proportioned from the site peak-flow calculation and areas being drained. A Manning's n value of n = 0.013 was used for PYC pipes per City of Springfield Engineering Design Standards manual, achieving a minimum cleansing velocity 3.0 ft/s for all new pipes. Existing pipes were checked for capacity using the sfl;W.e~~ P.EC' value. PRt.~UtlIVIIIIAl K D '4:0'SWALE/CONVEYANCE' -'",:",,,,,,,,,,~",,,c,"""""',,.,.-~,,,'-' .... .-......-... _........SEo'2..9.~OO 9 - . . " - .. -. . "r"' .~ A vegetated swale was chosen as the best method for pre-treating the stormwater runoff by allowing for natural percolation. The vegetation will also aid in cooling the water prior to disposal in the public system. Swale design guidelines were obtained from the Bureau of Environmental Services-City of Portland (BES) manual. A detail from the BES manual is . . included in Appendix B, while the specific dimensions and layout of the swale design is shown on the Grading Plan, Sheet C3. Form SIM from the BES manual was used to calculate the necessary swale dimensions for the post-development runoff. Tree credits were taken as applicable from the landscape architect's plans. The Form SIMs are included as Appendix B. 5.0 CONCLUSION The preliminary stormwater drainage facilities planned for the proposed development will be . adequafe'toconvey'runof['from"llie"prciposed'developriient......The~vegefaied.swiiIe-willprovide required water quality of the expected runoff. In large storm events, the swale is provided with an overflow to direct floodwaters to the existing stormwater system located on the property leading to the Main Street storm system, and away from the subject site and adjacent properties. ",,,-,"''''.'''','',7"""'Y' PRE.SUBMITIAL REC'O SEP2 9 2009 . . APPENDIX A CALCULATION SHEETS STORMW A TER DRAINAGE STUDY . 69th & MAIN RETAIL ADDITION: 6898 Main Street, Springfield, OR UNIT HYDROGRAPH REPORTS, TIME OF CONCENTRATION, PIPE SIZING FOR 2- YEAR STORM EVENT AND 25- YEAR STORM EVENT ..,.,-,."...,.-:",.... -~"--.-"..,.'..-'_.,."'-,..,".."'."'".:",'..,..,,,. --~'.-'"-'.~ . . ~ ,,':_, ''':'- ','-."" ''''''-'i ",,,:,,:-,,_-;",.',,,,,,O-:';'~."-',~''"''~~'-'''-''''' ';"-~.'.."..' ,C,- .,. PRE.SUBMITTAL REC'D SEP2 9 2009 --k~G~A~hit et!-- I .. i~-~ -H-++-- ml I i . f-1 -i- -f- --!- I , I I I SHEET NO, . I' I"qan:jMaft i I II I 1 -t 1 ~ TiNe. I Ot-6617 I , -r-S pniJgfl~Ta :JRi I I I I I I i r:YAT roto7 ~cn- , I ,~ BY -Ii ! T --T i -r , L pnen~ ,I - f--P<e-De el L ~hQ_iJn f--- 'T I i -, J )) o,~ S I , '\re~jfia-1---gl'!. Storage ( I-r- -- Pervious o 28V 5 13_3 0_6. I ~pervl' us 01453 [98 . .2 O_O~ '" In, 9 to~m-lEvert 1- - - ean-24 ho'r-: - JRalnfall-~~ , -r- ,----3,3 InJ I - ---- l1]r I I pe.. erements -Jw min+ -- I , I - l- I-- I- Te 10_9 mi~ - I ---r-- I '" axi'mu tn es gn FI'1WRat .4 es I -- ---1 -- , - I - --- I--~st-Deve opmert -- , 1-- I, ' , i - I--'r Oi" - '\r a (be ON Stdra e ~, 0_ S I ple~ou 01156 75 I B_3 0_67 I Ilj1p rvious Of~4 98 1-fr.'2 ~ -- -15_04 -~ 0_ r - I - I~I-f--- '~\.eai24-ho ):Jr- to im-Ev~nt- l- I , I I falRfaT' \3 in I IT; ,~ '~rembtk T~~,":;~ I T6 10 -I , I ml , "'.axlm~~ ernprat .4 es __ __ --L- - f------ -- -- I - l .1 ' nc nration ' , , I-----T mroi-e i -r--- , I f),^' A , L-1---' --U- ---- --- ---+ ~ ----L I PiR~_R~t~ LL i I --LC9_Ql<-_ . , I I I Ime -- ~-- S >De iv i- CL - 1- e_~$~ I TIme Time - - ----t~ -- - i 011 bl 01 -- Pip~ ---I- --- - 1------,--- "'1'--- ----- - F.low I onGen- ~*- 1m,' I . TP!} I ."" ", , m. Mira. ,-- ~--ra~ I- O:Ob~7 1-2137 ~to:a!307 7 I- f--' , _6a t- -110:$a 'aj--f- I- 0;0550 -+--a[14 6 c j-ca!l16 1Qa '.22 -+--tr 090 I 1 '- I I I I I -- I " - --- r0- -.j.:.: I--r-----i I.... ,,.' ;$- * I , I In ~r;;- .. I I + C[ D 9_ Z 0 1 ! ~++- -- - --- I I I j , I I 1 i ! , , I .1-_. h, I I I , , , SS~W 9nc.-Engineers SURVEYORS Ii PLANNERS. 2350 Oakmant Way, Suite 105 Eugene, OR 97401 ;,01'-0 ___w<C Il-CD:2; O~ ~(O~ " --.. -' ? .s::. c.. III ... Cl o ... "tl >- J: - c Q) E c.. o Gi > Q) C - III o D. "tl C III ~ D. n:: o "0 to; rot;: :2;0l C> "C "E coroa. I-ClUl . . . - ./ -</ I'- --. k 11, \ \ \ \\ 0 N I ~ "'\ It) 0 o o '<j- ~ o o N ~ o o o ~ o o <Xl - c: OJ E a. 0 0; > OJ Cl 1J; 0 c: c.. g I Ql - E c: i= OJ E a. 0 0; > OJ Cl , OJ ~ c.. I o o CD o o '<j- o CD 6 '<j- 6 ~ o (Sl:>) aIel:! MOl:! uli!saa ~ 0 PRE.SUBMITTAL REC'O SEP2 92009 N 6 6 . . TBG Dari Mart Springfield OR Pre-Development Calculations ~of\~ 07-6617 <1/110/09 MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0 2 10 0.0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00 3 20 0.0040 0.0132 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00 4 30 0.0040 0.0132 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 5 40 0.0040 0.0132 0.053 0.000 0.000 0.001 0.001 0.000 0.00 0.00 6 50 0.0040 0.0132 0.066 0.000 0.000 0.003 0.002 0.001 0.01 0.00 7 60 0.0040 0.0132 0.079 0.000 0.000 0.006 0.003 0.002 '. 0.01 0.01 8 70 0.0040 0.0132 0.092 0.000 0.000 0.010 0.004 0.003 0.01 0.01 9 80 0.0040 0.0132 0.106 0.000 0.000 0.016 0.005 0.003 0.01 0.01 10 90 0.0040 0.0132 0.119 0.000 0.000 0.022 0.006 0.004 0.02 0.01 11 100 0.0040 0.0132 0.132 0.000 0.000 0.028 0.007 0.004 0.02 0.02 12 110 0.0050 0.0165 0.149 0.000 0.000 0.037 0.009 0.006 0.02 0.02 13 120 0.0050 . 0.0165 0.165 0.000 0.000 0.047 0.010 0.006 0.03 0.02 14 130 0.0050 0.0165 0.182 0.000 0.000 0.057 0.010 0.006 0.03 0.03 15 140 0.0050 0.0165 0.198 0.000 0.000 0.068 0.011 0.007 0.03 0.03 16 150 0.0050 0.0165 0.215 0.000 0.000 0.080 0.011 0.007 0.03 0.03 17 160 0.0050 0.0165 0.231 0.000 0.000 0.092 0.012 0.007 0.03 0.03 18 170 0.0060 0.0198 0.251 0.000 0.000 0.106 0.015 0.009 0.04 0.03 19 180 0.0060 0.0198 0.271 0.000 0.000 0.122 0.015 0.009 0.04 0.04 20 190 0.0060 0.0198 0.290 0.000 0.000 0.137 0.016 0.010 0.04 0.04 21 200 0.0060 0.0198 0.310 0.000 0.000 0.153 0.016 0.010 0.04 0.04 22 210 0.0060 0.0198 0.330 0.000 0.000 0.170 0.016 0.010 0.04 0.04 23 220 0.0060 0.0198 0.350 0.000 .0.000 0186 0.017 0.010 0.05 0.04 24 230 0.0070 0.0231 0.373 0.000 0.000 0.206 0.020 0.012 0.05 0.05 25 240 0.0070 0.0231 0.396 0.000 0.000 0.226 0.020 0.012 0.05 0.05 26 250 0.0070 0.0231 0.419 0.000 0.000 0.246 0.020 0.012 0.06 0.05 27 260 0.0070 0.0231 0.442 0.000 0.000 0.266 0.020 0.012 0.06 0.05 28 270 0.0070 0.0231 0.465 0.000 0.000 0.287 0.021 0.013 0.06 0.06 29 280 0.0070 0.0231 0.488 0.000 0.000 0.307. 0.021 0.013 0.06 0.06 30 290 0.0082 0.0271 0.515 0.000 0.000 0.332 0.025 0.015 0.07 0.06 31 300 0.0082 0.0271 .0.543 0.000 0.000 0.357 0.025 0.015 0.07 0.06 32 310 0.0082 0.0271 0,570 0.000 0.000 0.382 0.025 0.015 0.07 0.07 33 320 0.0082 0.0271 0.597 0.000 0.000 0.407 0.025 0.015 0.07 0.07 34 330 0.0082 0.0271 0.624 0.000 0.000 0.432 0.025 0.015 0.07 0.07 35 340 0.0082 0.0271 0.651 0.000 0.000 0.457 0.025 0.015 0.07 0.07 36 350 0.0095 0.0314 0.682 0.000 0.000 0.486 0.029 0.018 0.08 0.07 37 360 0.0095 0.0314 0.713 0.001 0.001 0.516 0.030 0.018 0.08 0.08 38 370 0.0095 0.0314 0.745 0.002 0.001 0.546 0.030 0.019 0.08 0.08 39 380 0.0095 0.0314 0.776 0.003 0.002 0.576 0.030 0.019 0.08 0.08 40 390 0.0095 0.0314 0.808 0.006 0.002 0.606 0.030 0.019 0.09 0.08 41 400 0.0095 0.0314 0.839 0.008 0.003 0.636 0.030 0.019 0.09 0.09 42 -410- -- 0,0134-- -0,0442- --0,883-- -0,013- .-0,005--- -0,678-- --0,042-- -0,028- --042-- '--Oc10-- - 43 420 0.0134 0.0442 0.927 0.019 0.006 0.721 0.043 0.028 0.13 0.12 44 430 0.0134 0.0442 0.972 0.026 0.007 0.763 0.043 0.029 0.13 0.12 45 440 0.0180 0.0594 1.031 0.036 0.010 0.821 0.058 0.039 0.18 0.14 46 450 0.0180 0.0594 1.090 0.048 0.012 0.879 0.058 0.040 0~"Ul.. 1...D.16'/i 47 460 0.0340 0.1122 1.203 0.074 0.026 0.988 0.109 0.077 0~3S: )lOltSl 48 470 0.0540 0.1782 1.381 0.126 0.052 1.163 0.175 0.127 0.57 .9.37 49 480 0.0270 0.0891 1.470 0.156 0.030 1.250 0.088 0.065 0.29 .)IOt"'411i 50 490 0.0180 0.0594 1.529 0.177 0.021 1.309 0.059 0.044 0.20 0.31 51 500 0.0134 0.0442 1.573 0.194 0.017 1.353 0.044 0.033 0.15 0.22 i\L REC'D ~ 2009 F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls . ",!" Pre-Developmelii Calculations . TBG Dari Mart Springfield OR "OF \'6' 07-6617 c)11("lo~'MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 52 510 0.0134 0.0442 1.618 0.211 0.017 1.396 0.044 0.033 0.15 0.18 53 520 0.0134 0.0442 1.662 0.229 0.018 1.440 0.044 0.034 0.15 016 54 530 0.0088 0.0290 1.691 0.241 0.012 1.468 0.029 0.022 0.10 0.14 55 540 0.0088 0.0290 1.720 0.253 0.012 1.497 0.029 0.022 0.10 0.11 56 550 .0.0088 0.0290 1.749 0.265 0.012 1.526 0.029 0.022 0.10 0.11 57 560 0.0088 0.0290 1.778 0.278 0.013 1.555 0.029 0.022 0.10 0.10 58 570 0.0088 0.0290 . 1.807 0.291 0.013 1.583 0.029 0.023 0.10 .0.10 59 580 0.0088 0.0290 1.836 0.304 0.013 1.612 0.029 0.023 0.10 0.10 60 590 0.0088 0.0290 1.865 0.317 0.013 1.641 0.029 0.023 0.10 0.10 61 600 0.0088 0.0290 1.894 0.330 0.013 1.670 0.029 0.023 0.10 0.10 62 610 0.0088 0.0290 1.923 0.344 0.014 1.698 0.029 0.023 0.10 0.10 63 620 0.0088 0.0290 1.952 0.358 0.014 1.727 0.029 0.023 0.10 0.10 64 630 0.0088 .0.0290 1.981 0.372 0.014 1.756 0.029 0.023 0.10 0.10 65 640 0.0088 0.0290 2.010 0.386 0.014 1.785 0.029 0.023 0.10 0.10 66 650 0.0072 0.0238 2.034 0.398 0.012 1.808 0.024 0.019 0.08 0.10 67 660 0.0072 0.0238 2.058 0.410 0.012 1.832 0.024 0.019 0.09 0.09 68 670 0.0072 0.0238 2.082 0.422 0.012 1.855 0.024 0.019 0.09 0.09 69 680 0.0072 0.0238 2.105 0.434 0.012. 1.879 0.024 0.019 0.09 0.09 70 690 0.0072 0.0238 2.129 0.446 0.012 1.902 0.024 0.019 0.09 0.09 71 700 0.0072 0.0238 2.153 0.458 0.012 1.926 0.024 0.019 0.09 0.09 72 710 0.0072 0.0238 2.177 0.471 0.012 1.950 0.024 0.019 0.09 0.09 73 720 0.0072 0.0238 2.200 0.483 0.013 1.973 0.024 0.019 0.09 0.09 74 730 0.0072 0.0238 2.224 0.496 0.013 1.997 0.024 0.019 0.09 0.09. 75 740 0.0072 0.0238 2.248 0.509 0.013 2.020 0.024 0.019 0.09 0.09 76 750 0.0072 0.0238 2.272 0.522 0.013 2.044 0,024 0.019 0.09 0.09 77 . 760 0.0072 0.0238 2.295 0.535 0.013 2.068 0.024 0.019 0.09 0.09 78 770 0.0057 0.0188 2.314 0.545 0.010 2.086 0.019 0.015 0.07 0.08 79 780 0.0057 0.0188 2.333 0.555 0.010 2.105 0.019 0.015 0.07 0.07 80 790 0.0057 0.0188 2.352 0.566 0.010 2.124 0.019 0.016 0.07 0.07 81 800 0.0057 0.0188 2.371 0.576 0.011 2.142 0.019 0.016 0.07 0.07 82 810 0.0057 0.0188 2.390 0.587 0.011 2.161 0.019 0.016 0.07 0.07 83 820 0.0057 0.0188 2.408 0.598 0.011 2.180 0.019 0.016 0.07 0.07 84 830 0.0057 0.0188 2.427 0.608 0.011 2.198 0.019 0.016 0.07 0.07 85 840 . 0.0057 0.0188 2.446 0.619 0.011 2.217 0.019 0.016 0.07 0.07 86 850 0.0057 0.0188 2.465 0.630 0.011 2.236 0.019 0.016 0.07 0.07 87 860 0.0057 0.0188 2.484 0.641 0.011 2.254 0.019 0.016 0.07 0.07 88 870 0.0057 0.0188 2.502 0.652 0.011 2.273 0.019 0.016 0.07 0.07 89 880 0.0057 0.0188 2.521 0.663 0.011 2.292 0.019 0.016 0.07 0.07 90 890 0.0050 0.0165 2.538 0.673 0.010 2.308 0.016 0.014 0.06 0.07 91 900 0.0050 0.0165 2.554 0.682 0.010 2.325 0.016 0.014 0.06 0.06 92 910 0.0050 0.0165 2.571 0.692 0.010 2.341 0.016 0.014 0.06 0.06 93.- 920. . 0:0050 00165.. 2:587- ..0.702 ..-0:010 .. 2.357 0.016 0:014 0:06 0:06 94 930 0.0050 0.0165 2.604 0.712 0.010 2.374 0.016 0.014 0.06 0.06 95 940 0.0050 0.0165 2.620 0.722 0.010 2.390 0.016 0.014 0.06 0.06 96 950 0.0050 0.0165 2.637 0.732 0.010 2.407 0.016 0.014 0.06 0.06 97 960 0.0050 0.0165 2.653 0.742 0.010 2.423 0.016 0.0 ID.Olnn mOEi'lI!. 98 970 0.0050 0.0165 2.670 0.752 0.010 2.440 0.016 0.01lf 'cr.06 .. , 'OlO6ul' 99 980 0.0050 0.0165 2.686 0.762 0.010 2.456 0.016 0.014 <61:% . d].l!lJ$i1d 100 990 0.0050 0.0165 2.703 0.772 0.010 2.472 0.016 0.014 1roB. 0.06 101 1000 0.0050 0.0165 2.719 0.782 0.010 2.489 0.016 0.014 0.06 0.06 102 1010 0.0040 0.0132 2.732 0.790 0.008 2.502 0.013 0.011 0.05 0.06 C'D F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls TBG Dari Mart Springfield OR . ., ,,<.' . Pre-Developmemt Calculations . Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. AccumuJ. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 103 1020 0.0040 0.0132 2.746 0.799 0.008 2.515 0.013 0.011 0.05 0.05 104 1030 0.0040 0.0132 2.759 0.807 0.008 2.528 0.013 0.011 0.05 0.05 105 1040 0.0040 0.0132 2.772 0.815 0.008 2.541 0.013 0.011 0.05 0.05 106 1050 0.0040 0.0132 2.785 0.823 0.008 2.554 0.013 0.011 0.05 0.05 107 1060 0.0040 0.0132 2.798 0.832 0.008 2.568 0.013 0.011 0.05 0.05 108 1070 0.0040 0.0132 2.812 0.840 0.008 2.581 0.013 0.011 0.05 0.05 109 1080 0.0040 0.0132 2.825 . 0.848 0.008 2.594 0.013 0.011 0.05 0.05 110 1090 0.0040 0.0132 2.838 0.856 0.008 2.607 0.013 0.011 0.05 0.05 111 1100 0.0040 0.0132 2.851 0.865 0.008 2.620 0.013 0.011 0.05 0.05 112 1110 0.0040 0.0132 2.864 0.873 0.008 2.633 0.013 0.011 0.05 0.05 113 1120 0,0040 0.0132 2.878 0.882 0.008 2.646 0.013 0.011 0.05 0.05 114 1130 0.0040 0.0132 2.891 0,890 0.008 2.660 0.013 0.011 0.05 0.05 115 1140 0.0040 0.0132 2.904 0.899 0.008 2.673 0.013 0.011 0.05 0.05 116 1150 0.0040 0.0132 2.917 0.907 0.008 2.686 0.013 0.011 0.05 0.05 117 1160 0,0040 0.0132 2.930 0.916 0.009 2.699 0.013 0.011 0.05 0.05 118 1170 0.0040 0.0132 2.944 0.924 0.009 2.712 0.013. 0.011 0.05 0.05 119 1180 0.0040 0.0132 2.957 0.933 0.009 2.725 0.013 0.011 0.05 0.05 120 1190 0.0040 0.0132 2.970 0.941 0.009 2.738 0.013 0.011 0.05 0.05 121 1200 0.0040 0.0132 2.983 0.950 0.009 2.752 0.013 0.011 0.05 . 0.05 122 1210 0.0040 0.0132 2.996 0.958 0.009 2.765 0.013 0.011 0,05 0.05 123 1220 0.0040 0.0132 3.010 0.967 0.009 2.778 0.013 0.011 0.05 0.05 124 1230 0.0040 0.0132 3.023 0.976 0.009 2.791 0.013 0.011 0.05 0.05 125 1240 0.0040 0.0132 3.036 0.984 0.009 2.804 0.013 0.011 0.05 0.05 126 1250 0.0040 0.0132 3.049 0.993 0.009 . 2.817 0.013 0.011 0.05 0.05 127 1260 0.0040 0.0132 3.062 1.002 0.009 2.830 0.013 0.011 0.05 0.05 128 1270 0.0040 0,0132 3.076 1.011 0.009 2.844 0.013 0.011 0.05 0.05 129 1280 0.0040 0.0132 3.089 1.019 0.009 2.857 0.013 0.011 0.05 0.05 130 1290 0.0040 0.0132 3.102 1.028 0.009 2.870 0.013 0.011 0.05 0.05 131 1300 0.0040 0.0132 3.115 1.037 0.009 2.883 0.013 0.011 0.05 0.05 132 1310 0.0040 0.0132 3.128 1.046 0.009 2.896 0.013 0.011 0.05 0.05 133 1320 0.0040 0.0132 3.142 1.055 0.009 2.909 0.013 0.011 0.05 0.05 134 1330 0.0040 0.0132 3.155 1.063 0.009 2.922 0.013 0.011 0.05 0.05 135 1340 0.0040 0,0132 3.168 1.072 0.009 2.936 0.013 0.011 0.05 0.05 136 1350 0.0040 0.0132 3.181 1.081 0.009 2.949 0.013 0.012 0.05 0.05 137 1360 0.0040 0.0132 3.194 1.090 0.009 2.962 0.013 0.012 0.05 0.05 138 1370 0.0040 0.0132 3.208 1.099 0.009 2.975 0,013 0.012 0.05 0.05 139 1380 .0.0040 0.0132 3.221 1.108 0.009 2,988 0.013 0.012 0.05 0.05 140 1390 0.0040 0.0132 3.234 1.117 0.009 3.001 0.013 0.012 0.05 0.05 141 1400 0.0040 0.0132 3.247 1.126 0.009 3.015 0.013 0.012 0.05 0.05 142 1410 0.0040 0.0132 3.260 1.135 0.009 3.028 0.013 0.012 0.05 0.05 143 1420 0.0040 0.0132 3.274 1.144 0.009 3.041 0.013 0.012 0,05 0.05 -144-. 1430 --0,0040.- -0,01-32- -3,287- --1:-153-- -.0,009-- ---3,054- . ..0,01-3- O,01Z- . 0,05-- --0:05- 145 1440 0.0040 0.0132 3.300 1.162 0.009 3.067 0.013 0.012 0.05 0:05 5..1'\~ 07-6617 ~ I lid GSi MAC PRE-SUBMITTAL REC'D SEP 2 9 Z009 F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls . - ..~. . -! ~ Post-Development Calculations . TBG Dari Mart Springfield OR fool' \<( 07-6617 ~A 10M MAC Pervious Area Impervious Area Time Rainfall Rainfall in AccumuJ. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0 2 10 0.0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00 3 20 0.0040 0.0132 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00 4 30 0.0040 0.0132 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 5 40 0.0040 0.0132 0.053 0.000 0.000 0.001 0.001 0.001 0.00 0.00 6 50 0.0040 0.0132 0.066 0.000 0.000 0.003 0.002 0.002 0.01 0.00 7 60 0.0040 0.0132 0.079 0.000 0.000 0.006 0.003 0.003 0.01 0.01 8 70 0.0040 0.0132 0.092 0.000 0.000 0.010 0.004 0.003 0.02 0.01 9 80 0.0040 0.0132 0.106 0.000 0.000 0.016 0.005 0.004 0.02 0.02 10 90 0.0040 0.0132 0.119 0.000 0.000 0.022 0.006 0.005 0.02 0.02 11 100 0.0040 0.0132 0.132 0.000 0.000 0.028 0.007 0.005 0.02 0.02 12 110 0.0050 0.0165 0.149 0.000 0.000 0.037 0.009 0.007 0.03 0.03 13 120 0.0050 0.0165 0.165 0.000 0.000 0.047 0.010 0.008 0.03 0.03 14 130 0.0050 0.0165 0.182 0.000 0.000 0.057 0.010 0.008 0.04 0.03 15 140 0.0050 0.0165 0.198 0.000 0.000 0.068 0.011 0.009 0.04 0.04 16 150 0.0050 . 0.0165 0.215 0.000 0.000 0.080 0.011 0.009 0.04 0.04 17 160 0.0050 0.0165 0.231 0.000 0.000 0.092 0.012 0.009 0.04 0.04 18 170 0.0060 0.0198 0.251 0.000 0.000 0.106 0.015 0.012 0.05 0.04 19 180 0.0060 0.0198 0.271 0.000 0.000 0.122 0.015 0.012 0.05 0.05 20 190 0.0060 0.0198 0.290 0.000 0.000 0.137 0.016 0.012 0.06 0.05 21 200 0.0060 0.0198 0.310 0.000 0.000 0.153 0.016 0.013 0.06 0.05 22 210 0.0060 0.0198 0.330 0.000 0.000 0.170 0.016 0.013 0.06 0.06 23 220 0.0060 0.0198 0.350 0.000 0.000 0.186 0.017 0.013 0.06 0.06 24 230 0.0070 0.0231 0.373 0.000 0.000 0.206 0.020 0.015 0.07 0.06 25 240 0.0070 0.0231 0.396 0.000 0.000 0.226 0.020 0.016 0.07 0.07 26 250 0.0070 0.0231 0.419 0.000 0.000 0.246 0.020 0.016 0.07 0.07 27 260 0.0070 0.0231 0.442 0.000 0.000 0.266 0.020 0.016 0.07 0.07 28 270 0.0070 0.0231 0.465 0.000 0.000 0.287 0.021 0.016 0.07 0.07 29 .280 0.0070 0.0231 0.488 0.000 0.000 0.307 0.021 0.016 0.07 0.07 30 290 0.0082 0.0271 0.515 0.000 0.000 0.332 0.025 0.019 0.09 0.08 31 300 0.0082 0.0271 0.543 0.000 0.000 0.357 0.025 0.019 0.09 0.08 32 310 0.0082 0.0271 0.570 0.000 0.000 0.382 0.025 0.020 0.09 0.09 33 320 0.0082 0.0271 0.597 0.000 0.000 0.407 0.025 0.020 0.09 0.09 34 330 0.0082 0.0271 0.624 0.000 0.000 0.432 0.025 0.020 0.09 0.09 35 340 0.0082 0.0271 0.651 0.000 0.000 0.457 0.025 0.020 0.09 0.09 36 350 0.0095 0.0314 0.682 0.000 0.000 0.486 0.029 0.023 0.10 0.09 37 360 0.0095 .0.0314 0.713 0.001 0.001 0.516 0.030 0.023 0.11 0.10 38 370 0.0095 0.0314 0.745 0.002 0.001 0.546 0.030 0.024 0.11 0.10 39 380 0.0095 0.0314 0.776 0.003 0.002 0.576 0.030 0.024 0.11 0.11 40 390 0.0095 0.0314 0.808 0.006 0.002 0.606 0.030 0.024 0.11 0.11 41 400 0.0095 0.0314 0.839 0.008 0.003 0.636 0.030 0.024 0.11 0.11 - .. 42-- -410- .-0,0134- -0,0442- --00883- -0,013- .-0,005.- ..0,678- ---0,042.-. -0,035- --Oc15-- --Ocl-2.... 43 420 0.0134 0.0442 0.927 0.019 0.006 0.721 0.043 0.035 0.16 0.14 44 430 0.0134 0.0442 0.972 0.026 0.007 0.763 0.043 0.035 0.16 0.15 45 440 0.0180 0.0594 1.031 0.036 0.010 0.821 0.058 0.048 0.21 0.17 46 450 0.0180 0.0594 1.090 0.048 0.012 0.879 0.058 0.048 0.22 0.20 47 460 0.0340 0.1122 1.203 0.074 0.026 0.988 0.109 0.092 ~ 48 470 0.0540 0.1782 1.381 0.126 0.052 1.163 0.175 0.1411l'1 l1i ollt ~ I, 49 480 0.0270 0.0891 1.470 0.156 0.030 1.250 0.088 0.075 0.34 ~ 50 490 0.0180 0.0594 1.529 0.177 0.021 1.309 0.059 0.051 0.2$.r 10. 51 500 0.0134 0.0442 1.573 0.194 0.017 1.353 0.044 0.038 0.17 0.25 EC'D 9 F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls TBG Oari Mart Springfield OR . Post-Oeveloprn~nt Calculations . loFI8 07-6617 '?III;,I'~ MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 52 510 0.0134 0.0442 1.618 0.211 0.017 1.396 0.044 0.038 0.17 0.20 53 520 0.0134 0.0442 1.662 0.229 0.018 1.440 0.044 0.038 0.17 0.18 54 530 0.0088 0.0290 1.691 0.241 0.012 1.468 0.029 0.025 0.11 0.15 55 540 0.0088 0.0290 1.720 0.253 0.012 1.497 0.029 0.025 0.11 0.13 56 550 0.0088 0.0290 1.749 0.265 0.012 1.526 0.029 0.025 0.11 0.12 57 560 0.0088 0.0290 1.778 0.278 0.013 1.555 0.029 0.025 0.11 0.11 58 570 0.0088 0.0290 1.807 0.291 0.013 1.583 0.029 0.025 0.11 0.11 59 580 0.0088 0.0290 1.836 0.304 0.013 1.612 0.029 0.025 0.11 0.11 60 590 0.0088 0.0290 1.865 0.317 0.013 1.641 0.029 0.025 0.11 0.11 61 600 0.0088 0.0290 1.894 0.330 0.013 1.670 0.029 0.026 0.11 0.11 62 610 0.0088 0.0290 1.923 0.344 0.014 1.698 0.029 0.026 0.11 0.11 63 620 0.0088 0.0290 1.952 0.358 0.014 1.727 0.029 0.026 0.11 0.11 .64 630 0.0088 . 0.0290 1.981 0.372 0.014 1.756 0.029. 0.026 0.11 0.11 65 640 0.0088 0.0290 2.010 0.386 0.014 1.785 . 0.029 0.026 0.12 0.11 66 650 0.0072 0.0238 2.034 0.398 0.012 1.808 0.024 0.021 0.09 0.11 67 660 0.0072 0.0238 2.058 0.410 0.012 1.832 0.024 0.021 0.09 0.10 68 670 0.0072 0.0238 2.082 0.422 0.012 1.855 0.024 0.021 0.09 0.10 69 680 0.0072 0.0238 2.105 0.434 0.012 1.879 0.024 0.021 0.09 0.10 70 690 0.0072 0.0238 2.129 0.446 0.012 1.902 0.024 0.021 0.09 0.09 71 700 0.0072 0.0238 2.153 0.458 0.012 1.926 0.024 0.021 0.09 0.09 72 710 0.0072 0.0238 2.177 0.471 0.012 1.950 0.024 0.021 0.10 0.09 73 720 0.0072 0.0238 2.200 0.483 0.013 1.973 0.024 0.021 0.10 0.10 74 730 0.0072 0.0238 2.224 0.496 0.013 1.997 0.024 0.021 0.10 0.10 75 740 . 0.0072 0.0238 2.248 0.509 0.013 2.020 0.024 0.021 0.10 0.10 76 750 0.0072 0.0238 2.272 0.522 0.013 2.044 0.024 0.021 0.10 0.10 77 760 0.0072 0.0238 2.295 0.535 0.013 2.068 0.024 0.021 0.10 0.10 78 770 0.0057 0.0188 2.314 0.5<15 0.010 2.086 0.019 0.017 0.08 0.09 79 780 0.0057 0.0188 2.333 0.555 0.010 2.105 0.019 0.017 0.08 0.08 80 790 0.0057 0.0188 2.352 0.566 0.010 2.124 0.019 0.017 0.08 0.08 81 800 0.0057 0.0188 2.371 0.576 0.011 2.142 0.019 0.017 0.08 0.08 82 810 0.0057 0.0188 2.390 0.587 0.011 2.161 0.019 0.017 0.08 0.08 83 820 0.0057 0.0188 2.408 0.598 0.011 2.180 0.019 0.017 0.08 0.08 84 830 0.005? 0.0188 2.42? 0.608 0.011 2.198 0.019 0.01? 0.08 0.08 85 840 0.0057 0.0188 2.446 0.619 0:011 2.217 0.019 0.017 0.08 0.08 86 850 0.0057 0.0188 2.465 0.630 0.011 2.236 0.019 0.017 0.08 0.08 87 860 0.0057 0.0188 2.484 0.641 0.011 2.254 0.019 0.017 0.08 0.08 88 870 0.0057 0.0188 2.502 0.652 0.011 2.273 0.019 0.017 0.08 0.08 89 880 0.0057 0.0188 2.521 0.663 0.011 2.292 0.019 0.017 0.08 0.08 90 890 0.0050 0.0165 2.538 0.673 . 0.010 2.308 0.016 0.015 0.07 0.07 91 900 0.0050 0.0165 2.554 0.682 0.010 2.325 0.016 0.015 0.07 0.07 92 910 0.0050 0.0165 2.571 0.692 0.010 2.341 0.016 0.015 0.07 0.07 ..93 . -920- .0.0050- -0,0165 --2,587-~ ~0,702.. ..0.010 .-.2-.357-. -0.016--. .0,015- .0,07- . ..-0,07...-. 94 930 0.0050 0.0165 2.604 0.712 0.010 2.374 0.016 0.015 0.07 0.07 95 940 0.0050 0.0165 2.620 0.722 0.010 2.390 0.016 0.015 0.07 0.07 96 950 0.0050 0.0165 2.637 0.732 0.010 2.407 0.016 0.015 0.07 0.07 97 960 0.0050 0.0165 2.653 0.742 0.010 2.423 0.016 0.01~ 98 970 0.0050 0.0165 2.670 0.752 0.010 2.440 0.016 0.015 . . U It. 99 980 0.0050 0.0165 2.686 0.762 0.010 2.456 0.016 0.015 0.07 0.07 100 990 0.0050 0.0165 2.703 0.772 0.010 2.472 0.016 0.015 O.O.R ~.O1<' 101 1000 0.0050 0.0165 2.719 0.782 0.010 2.489 0.016 0.015 0.07 0.07 102 1010 0.0040 0.0132 2.732 0.790 0.008 2.502 0.013 0.012 0.05 0.06 REC'O 09 F:\J OBS\6600's\6617\Excel\2-yr SBU H9-16-09.xls . .-"- .. . TBG Dari Mart Springfield OR Post-DevelopmElnt Calculations ~o,,\'I. 07-6617 911"11>10"1 MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 103 1020 0.0040 0.0132 2.746 0.799 0.008 2.515 0.013 0.012 0.05 0.06 104 1030 0.0040 0.0132 2.759 0.807 0.008 2.528 0.013 0.012 0.05 0.06 105 1040 0.0040 0.0132 2.772 0.815 0.008 2.541 0.013 0.012 0.05 0.05 106 1050 0.0040 0.0132 2.785 0.823 0.008 2.554 0.013 0.012 0.05 0.05 107 1060 0.0040 0.0132 2.798 0.832 0.008 2.568 0.013 0.012 0.05. 0.05 108 1070 0.0040 0.0132 2.812 0.840 0.008 2.581 0.013 0.012 0.05 0.05 109 1080 0.0040 0.0132 2.825 0.848 0.008 2.594 0.013 0.012 0.05 0.05 110 1090 0.0040 0.0132 2.838 0.856 0.008 2.607 0.013 0.012 0.05 0.05 111 1100 0.0040 0.0132 2.851 0.865 0.008 2.620 0.013 0.012 0.05 0.05 112 1110 0.0040 0.0132 2.864 0.873 0.008 2.633 0.013 0.012 0.05 0.05 113 1120 0.0040 0.0132 2.878 0.882 0.008 2.646 0.013 0.012 0.05 0.05 114 1130 0.0040 0.0132 2.891 0.890 0.008 2.660 0.013 0.012 0.05 0.05 115 1140 0.0040 0.0132 2.904 0.899 0.008 2.673 0.013 0.012 0.05 0.05 116 1150 . 0.0040 0.0132 2.917 0.907 0.008 2.686 0.013 0.012 0.05 0.05 117 1160 0.0040 0.0132 2.930 0.916 0.009 2.699 0.013 0.012 0.05 0.05 118 1170 0.0040 0.0132 2.944 0.924 0.009 2.712 0.013 0.012 0.05 0.05 119 1180 0.0040 0.0132 2.957 0.933 0.009 2.725 0.013 0.012 0.05 0.05 120 1190 0.0040 0.0132 2.970 0.941 0.009 2.738 0.013 0.012 0.05 0.05 121 1200 0.0040 0.0132 2.983 0.950 0.009 2.752 .0.013 0.012 0.05 0.05 122 1210 0.0040 0.0132 2.996 0.958 0.009 2.765 0.013 0.012 0.05 0.05 123 1220 0.0040 0.0132 3.010 0.967 0.009 2.778 0.013 0.012 0.05 0.05 124 1230 0.0040 0.0132 3.023 0.976 0.009 2.791 0.013 0.012 0.05 0.05 125 1240 0.0040 0.0132 3.036 0.984 0.009 2.804 0.013 0.012 0.05 0.05. 126 1250 0.0040 0.0132 3.049 0.993 0.009 2.817 0.013 0.012 0.05 0.05 127 1260 0.0040 0.0132 3.062 1.002 0.009 2.830 0.013 0.012 0.05 0.05 128 - 1270 0.0040 0.0132 3.076 1.011 0.009 2.844 0.013 0~012 0.05 0.05 129 1280 0.0040 0.0132 3.089 1.019 0.009 2.857 0.013 0.012 0.05 0.05 130 1290 0.0040 0.0132 3.102 1.028 0.009 2.870 0.013 0.012 0.05 0.05 131 1300 0.0040 0.0132 3.115 1.037 .0.009 2.883 0.013 0.012 0.05 0.05 132 1310 0.0040 0.0132 3.128 1.046 0.009 2.896 0.013 0.012 0.05 0.05 133 1320 0.0040 0.0132 3.142 1.055 0.009 2.909 0.013 0.012 0.05 0.05 134 1330 0.0040 0.0132 3.155 1.063 0.009 2.922 0.013 0.012 0.05 0.05 135 1340 0.0040 0.0132 3.168 1.072 0.009 2.936 0.013 0.012 0.05 0.05 136 1350 0.0040 0.0132 3.181 1.081 0.009 2.949 0.013 0.012 0.05 0.05 137 1360 0.0040 0.0132 3.194 1.090 0.009 . 2.962 0.013 0.012 0.05 0.05 138 1370 0.0040 0.0132 3.208 1.099 0.009 2.975 0.013 0.012 0.05 0.05 139 1380 0.0040 0.0132 3.221 1.108 0.009 2.988 0.013 0.012 0.05 0.05 140 1390 0.0040 0.0132 3.234 1.117 0.009 3.001 0.013 0.012 0.05 0.05 141 1400 0.0040 0.0132 3.247 1.126 0.009 3.015 0.013 0.012 0.05 0.05 142 1410 . 0.0040 0.0132 3.260 1.135 0.009 3.028 0.013 0.012 0.05 0.05 143 1420 0.0040 0.0132 3.274 1.144 0.009 3.041 0.013 0.012 0.05 0.05 ....-144-- -14-30 --0:0040. -0:01-32 . ---3c287--- -1:153-- - -- 0:009--- . 3:054- -..0:013-- -0:012- -0:06- .--0:05-- . 145 1440 0.0040 0.0132 3.300 1.162 0.009 3.067 0.013 0:012 0.06 0.06 PRE.SUBMITTAL REC'O SEP 292009 F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls ~ill I ~ H~ . . '++ T -f-l '+' L I I 'FI3SI-Archit cts' 1 - -t . I I I S/"iE/OT NO. ' +-is--'I-1~ I I I I , l~arilM~rt I ! , i i --,--hi', I P"WUE(;Tt-cti.!~ Or-6~17t1"" , I t 'Sprin-gMld )~IT I i II I' .J. .L (9/16/09 1 . MlA:C I , I I ,DATE I I BY 1 - T Ti T -r-- - I .1 n ~.9 cIs I 2 Y.:eaL.Sto.bn. v.Jot . 1- _lea~EI .w. +~rrrea 3 .237 sq. ft. I A ea Area Fow +. I calo~ I (5' -:ft. Ratio - -(1' rt- 'g-.j'ire~- ",6 46T I t -- Qrainag~t -8" Pi~ 2 ,7-35 0[92 0.45 . .+'-'-- ..-. -- 1 .. -- - 'r .- -- --- -t I + Drai age t 8"IPip,e I , 1 -.!-. ReGuiled Fie rw 0.4 cIs j..- f- I 1- 0;01-3 , 1 n ~8oin- 1 -- _. c-. '- '-- d f- 1-- ~ I .... I . ,-0'135 ft2 1-- R 0.17 ---- I S .0045 Alo~ ed Q '0.812 8 cfs Of .- I I . . -Lhes ~6tPi ---I- -. -Parki g- ~rea-S wa e.t etJ Re Ruiled Elol.v . O.mLc s I 0.013 .. n I d '-01~ in 1.- '- [A" - ft2 ".- -- T '--R Oj13 -.- 1- , .0104 'nb ^ lac ce I~ I~, I ~I 2'1-s I ..J.... 4-1 bta Sitet -=1;4 ! -- '..L 8'~ain ~- '- h '- 1 ReqUl ea Flew -cIs - .. , I I I... l8tinl . . 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I r- -- -- I I I i I I I I SS~W 9nc.-Engineers SURVEYORS 1 PLANNER!!:. 2350 Oakmant Way, Suite 105 Eugene, OR 97401 ""'0 ;fl~q:: _<D "" ... <D "'" Q~ - _0 ~ - s .s::. c.. ~ Cl o .. "tl >0- J: ... C Gl E c.. o Cii > Gl C ... UI o a. "tl C III l!! a. 0: o "0 t::Qj m"" ;20> <.9"C .!: cocao.. I-ClCl) . . " I 0 0 <D 1:/ - h'- I-- 0 0 '<t f\ \ 1\ fl 0 0 N I IX i'- C!:! lO rlllll~'1lJ MHt c:i '": '" I ".. -~ . o o '<t ~ o o N ~ o o o ~ o o CO - c: <l> E Co 0 ~ <l> 0 ..!. Ul 0 .5 0.. g I <l> E - c: i= <l> E Co 0 Qj :> ~ , ~ 0.. I N c:i ~ c:i AL REC'O SEP 2 9 2009 CO o o c:i (Sj:>) ale~ MOl:! u6!saa o o o TBG DariMart Springfield OR . , ' . Pre-Development Calculations \'2-o~\1 07-6617 "I/1~/.' MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 1 0 0,0000 0.0000 0 0.000 0 0 0 0 0 0 2 10 0.0040 0,0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00 3 20 0.0040 0,0192 0.038 0.000 0.000 0.000 0.000 0,000 0.00 0.00 4 30 0.0040 0.0192 0.058 0.000 0.000 0.001 0.001 0.001 0:00 0.00 5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.003 0.01 0.01 6 50 0.0040 0.0192 0.096 0.000 0.000 0.012 0.006 0.004 0,02 0.01 7 60 0.0040 0,0192 0.115 0.000 0.000 0,020 0.008 0,005 0.02 0.02 8 70 0.0040 0.0192 0.134 0,000 0.000 0.029 0.010 0.006 0.03 0.02 9 80 0.0040 0.0192 0.154 0.000 0.000 0.040 0.011 0,007 0.03 0.03 10 90 0.0040 0.0192 0.173 0.000 0.000 0.052 0.012 0.007 0.03 0.03 11 100 0,0040 0.0192 0.192 0,000 0.000 0.064 0,013 0,008 0.03 0.03 12 110 0.0050 0.0240 0.216 0.000 0000 0,081 0.017 0,010 0.05 0,04 13 120 0.0050 0.0240 0.240 0.000 0.000 0.098 0.017 0,011 0.05 0.04 14 . 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0.018 0,011 0.05 0.05 15 140 0.0050 0.0240 0.288 0.000 0.000 0.135 0.019 0,012 0.05 0.05 16 150 0.0050 0.0240 0.312 0.000 0.000 0.155 0.019 0.012 0.05 0.05 .17 160 0.0050 0.0240 0.336 0.000 0.000 0.175 0.020 0.012 0.05 0.05 18 170- 0.0060 0.0288 0.365 0.000 0.000 0.199 0.024 0.015 0.07 0.06 19 180 0,0060 0.0288 0.394 0.000 0.000 0.223 0.025 . 0.015 0.07 0.06 20 190 0.0060 0.0288 0.422 0.000 0.000 0,249 0,025 0.015 0.07 0.07 21 200 0.0060 0.0288 0.451 0.000 0.000 0.274 0.025 0.016 0,07 0.07 22 210 0.0060 0.0288 0.480 0.000 0.000 0.300 0.026 0.016 0.07 0.07 23 220 0.0060 . 0.0288 . 0.509 0.000 0.000 0.326 0.026 0.016 0.07 0.07 24 230 0.0070 0.0336 0.542 0.000 0.000 0.357 0.031 0.019 0.08 0.07 25 240 0.0070 0.0336 0.576 0.000 0.000 0.387 0.031 Om9 0.08 0.08 26 250 0.0070 0.0336 0.610 0.000 0.000 0.419 0.031 0.019 0.09 0.08 27 260 0.0070 0.0336 0.643 0.000 0.000 0.450 0.031 0.019 0.09 0.08 28 270 0.0070 0.0336 0.677 0.000 0.000 0.481 0.032 0.019 0.09 0.09 29 280 0.0070 0.0336 0.710 0.001 0.001 0.513 0.032 0.020 0.09 0.09 30 290 0.0082 0.0394 0.750 0.002 0.001 0.550 0.037 0.023 0.10 0.09 31 300 0,0082 0.0394 0.789 0.004 0.002 0.588 0,037 0.024 0,11 0.10 32 310 0,0082 0.0394 0.828 0.007 0.003 0.626 0.038 0.024 0.11 0.11 33 320 0.0082 0.0394' 0.868 0.011 0.004 0.663 0.038 0.025 0.11 0.11 34 330 0.0082 0.0394 0.907 0.016 0.005 0.701 0.038 0.025 0.11 0.11 35 340 0,0082 0.0394 0.947 0.022 0.005 0.739 0.038 0.025 0.11 0,11 36 350 0.0095 0.0456 0.992 0.029 0.007 0.783 0.044 0.030 0.13 0.12 37 360 0.0095 0.0456 1.038 0.037 0.008 0.828 0.044 0.030 0.14 0,13 38 370 0.0095 0.0456 1.083 0.046 0.009 0.872 0.044 0.031 0.14 0.13 39 380 0.0095 0.0456 1.129 0.056 0.010 0.916 0.044 0.031 0.14 0.14 40 390 0.0095 0.0456 1.175 0.067 0.011 0.961 0.045 0.031 0.14 0.14 41 400 0.0095 0.0456 1.220 0.079 0.012 1.005 0.045 0.032 0,14 0,14 ..42 ..' 410- -0.0134-. 0.0643- _-1.284- --0.097- .0,018-. . 1"068- - .0,063- . -0,045- -0,20-- . ...Oc16- - 43 420 0.0134 0.0643 1.349 0.116 0.019 1.131 0.063 0.046 0.21 0,19 44 430 0.0134 0.0643 1.413 0.137 0.021 1.195 0.063 0.047 0.21 0.20 45 440 0.0180 0.0864 1.500 0.166 0.030 1.280 0.085 0.064 0.28 0,23 46 450 0.0180 0,0864 1.586 0.199 0.032 1.365 0.085 0.065 0.29 0.27 47 460 0,0340 0.1632 1.749 0.265 0.067 1.526 0.161 . 1I\<!!jj9AI' 1T1O.3flr "" 48 470 0.0540 0.2592 2.008 0.385 0.120 1.783 0.257 v'tl1gfll IlrS~6t).. , 49 480 0.0270 0.1296 2.138 0.451 0.065 1,911 0.129 0,104 ,,0,47... ...Oltj5a 50 490 0.0180 0.0864 2.224 0.496 0.046 1.997 0.086 0,070 "0:31- 0.49 51 I 500 0.0134 0.0643 2.289 0.531 0.035 2.061 0.064 0.053 0.24 0.35 'D F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls TBG Dari Mart Springfield OR . . Pre-Development Calculations \-::'o<"\~ 07-6617 9/1",{d'i MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremenfal Total Jnstant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 52 510 0.0134 0.0643 2.353 0.566 0.036 2.125 0.064 0.053 0.24 0.28 53 520 0.0134 0.0643 2.417 0.603 0.036 2.189 0.064 0.053 0.24 0.25 54 530 0.0088 0.0422 2.460 0.627 0.024 2.231 0.042 0.035 0.16 0.22 55 540 0.0088 0.0422 2.502 0.652 0.025 2.272 0.042 0.035 0.16 0.18 56 550 0.0088 0.0422 2.544 0.676 0.025 2.314 0.042 0.035 0.16 0.17 57 560 0.0088 0.0422 2.586 0.701 0.025 2.356 0.042 0.035 0.16 0.16 58 570 0.0088 0.0422 2.628 0.727 0.025 2.399 0.042 0.036 0.16 0.16 59 580 0.0088 0.0422 2.671 0.752 0.026 2.441 0.042 0.036 0.16 0.16 60 590 0.0088 0.0422 2.713 0.778 0.026 2.483 0.042 0.036 0.16 0.16 61 600 0.0088 0.0422 2.755 0.805 0.026 2.525 0.042 0.036 0.16 0.16 62 610 0.0088 0.0422 2.797 0.831 0.026 2.567 0.042 0.036 0.16 0.16 63 620 0.0088 0.0422 2.840 0.858 0.027 2.609 0.042 0.036 0.16 0.16 .64 630 0.0088 0.0422 2.882 0.884 0.027 2.651 0.042. 0.036 0.16 0.16 65 640 0.0088 0.0422 2.924 0.912 0.027 2.693 0.042 0.036 0.16 0.16 66 650 0.0072 0.0346 2.959 0.934 0.022 2.727 0.034 0.030 0.13 0.15 67 660 0.0072 . 0.0346 2.993 0.956 0.022 2.762 0.034 0.030 0.13 0.14 68 670 0.0072 . 0.0346 3.028 0.979 0.023 2.796 0.034 0.030 0.13 0.14 69 680 0.0072 0.0346 3.062 1.002 0.023 2.830 0.034 0.030 0.13 0.13 70 690 0.0072 0.0346 3.097 1.025 0.023 2.865 0.034 0.030 0.13 0.13 71 700 0.0072 0.0346 3.132 1.048 0.023 2.899 0.034 0.030 0.13 0.13 72 710 0.0072 0.0346 3.166 1.071 0.023 2.934 0.034 0.030 0.13 0.13 73 720 0.0072 0.0346 3.201 1.094 0.023 2.968 0.034 0.030 0.13 0.13 74 730 0.0072 0.0346 3.235 1.118 0.023 3.003 0.034 0.030 0.14 0.13 75 740 0.0072 0.0346 3.270 1.141 0.024 3.037 0.034 0.030 0.14 0.14 76 750 0.0072 0.0346 3.304 1.165 0.024 3.071 0.034 0.030 0.14 0.14 . . 77 760 0.0072 0.0346 3.339 1.189 0.024 3.106 0.034 0.030 0.14 0.14 78 770 0.0057 0.0274 3.366 1.208 0.019 3.133 0.027 0.024 0.11 0.13 79 780 0.0057 0.0274 3.394 1.227 0.019 3.160 0.027 0.024 0.11 0.11 80 790 0.0057 0.0274 3.421 1.246 0.019 3.188 0.027 0.024 0.11 0.11 81 800 0.0057 0.0274 3.448 1.265 0.019 3.215 0.027 0.024 0.11 0.11 82 810 0.0057 0.0274 3.476 1.285 0.019 3.242 0.027 0.024 0.11 0.11 83 820 I . 0.0057 0.0274 3.503 1.304 0.019 3.270 0.027 0.024 0.11 0.11 84 830 0.0057 0.0274 3.530 1.323 0.019 3.297 0.027 0.024 0.11 0.11 85 840 0.0057 0.0274 3.558 1.343 0.019 3.324 0.027 0.024 0.11 0.11 86 850 . 0.0057 0.0274 3.585 1.362 0.020 3.351 0.027 0.024 0.11 0.11 87 860 0.0057 0.0274 3.612 1.382 0.020 3.379 0.027 0.024 0.11 0.11 88 870 0.0057 0.0274 3.640 1.402 0.020 3.406 0.027 0.024 0.11 0.11 89 880 0.0057 0.0274 3.667 1.421 0.020 3.433 0.027 0.024 0.11 0.11 90 890 0.0050 0.0240 3.691 1.439 0.017 3.457 0.024 0.021 0.10 0.10 91 900 0.0050 0.0240 3.715 1.456 0.017 3.481 0.024 0.021 0.10 0.10 92 910 0.0050 0.0240 3.739 1.474 0.017 3.505 0.024 0.021 0.10 0.10 93- -. -920- .-0,0050.. ...0,0240- .-3,763- '-1:491-- '--0,018--' -,3,529- - - 0,024--, -0,021- ",-0,10- --0,10- 94 930 0.0050 0.0240 3.787 1.509 0.018 3.553 0.024 0.021 0.10 0.10 95 940 0.0050 0.0240 3.811 1.526 0.018 3.577 0.024 0.021 0.10 0.10 96 950 0.0050 0.0240 3.835 1.544 0.018 3.601 0.024 0.022 0.10 0.10 97 960 0.0050 0.0240 3.859 1.562 0.018 3.625 0.024 O. '. pHI' lPll Ql~ 98 970 0.0050 0.0240 3.883 1.580 0.018 3.649 0.024 0.1')22" V(f'1Q"" . 0:"10"- 99 980 0.0050 0.0240 3.907 1.597 0.018 3.673 0.024 0.022 *'1 I qQi~~ 100 990 0.0050 0.0240 3.931 1.615 0.018 3.696 0.024 0.022 ':""10 0.10 101 1000 0.0050 0.0240 3.955 1.633 0.018 3.720 0.024 0.022 0.10 0.10 102 11010 0.0040 0.0192 3.974 1.647 0.014 3.740 0.019 0.017 0.08 0.09 :'D F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls TBG Dari Mart Springfield OR . . Pre-Development Calculations JYo~I'l 07-6617 ~/llo/o9 MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. AccumuJ. Incremental Accumul. Incremental Total instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 103 1020 0.0040 0.0192 3.994 1.662 0.014 3.759 0.019 0.017 0.08 0.08 104 1030 0.0040 0.0192 4.013 1.676 0.014 3.778 0.019 0.017 0.08 0.08 105 1040 0.0040 0.0192 4.032 1.691 0.014 3.797 0.019 0.017 0.08 0.08 106 1050 0.0040 0.0192 4.051 1.705 0.014 3.816 0.019 0.017 0.08 0.08 107 1060 0.0040 0.0192 4.070 1.720 0.014 3.835 0.019 0.017 0.08 0.08 108 1070 0.0040 0.0192 4.090 1.734 0.015 3.854 0.019 0.017 0.08 0.08 109 1080 0.0040 0.0192 4.109 1.749 0.015 3.874 0.019 0.017 0.08 0.08 110 1090 0.0040 0.0192 4.128 1.763 0.015 3.893 0.019 0.017 0.08 0.08 111 1100 0.0040 0.0192 4.147 1.778 0.015 3.912 0.019 0.017 0.08 0.08 112 1110 0.0040 0.0192 4.166 1.792 0.015 3.931 0.019 0.017 0.08 0.08 113 1120 0.0040 0.0192 4.186 1.807 0.015 3.950 0.019 0.017 0.08 0.08 114 1130 0.0040 0.0192 4.205 1.822 0.015 3.969 0.019 0.017 0.08 0.08 115 1140 0.0040 0.0192 4.224 1.836 0.015 3.989 0.019 0.017 0.08 0,08 116 1150 0.0040 0.0192 4.243 1.851 0.015 4.008. 0.019 0.017 0.08 0.08 117 1160 0.0040 0.0192 4.262 1.866 0.015 4.027 0.019 0.017 0.08 0.08 118 1170 0.0040 0.0192 4.282 1.881 0.015 4.046 0.019 0.017 0.08 0.08 119 1180 0.0040 0.0192 4.301 1.896 0.015 4.065 0.019 0.017 0.08 0.08 120 1190 0.0040 0.0192 4.320 1.910 0.D15 4.084 0.019 0.017 0.08 0.08 121 1200 0.0040 0.0192 4.339 1.925 0.015 4.104 0.019 0.017 0.08 0.08 122 1210 0.0040 0.0192 4.358 1.940 0.015 4.123 0.019 0.017 0.08 0.08 123 1220 0.0040 0.0192 4.378 1.955 0.015 4.142 0.019 0.018 0.08 0.08 124 1230 0.0040 0.0192 4.397 1.970 0.015 4.161 0.019 0.018 0.08 0.08 125 1240 0.0040 0.0192 4.416 1.985. 0.015 4.180 0.019 0.018 0.08 0.08 126 1250 0.0040 0.0192 4.435 2.000 0.015 4.199 0.019 0.018 0.08 0.08 127 1260 0.0040 0.0192 4.454 2.015 0.015 4.219 0.019 0.018 0.08 0.08 128 1270 0.0040 0.0192 .4.474 2.030 0.015 4.238 0.019 0.018 0.08 0.08 129 1280 0.0040 0.0192 4.493 2.045 0.015 4.257 0.019 0.018 0.08 0.08 130 1290 0.0040 0.0192 4.512 2.060 0.015 4.276 0.019 0.018 0.08 0.08 131 1300 0.0040 0.0192 4.531 2.075 0.015 4.295 0.019 0.018 0.08 0.08 132 1310 0.0040 0.0192 4.550 2.090 0.015 4.314 0.019 0.018 0.08 0.08 133 1320 0.0040 0.0192 4.570 2.105 0.015 4.334 0.019 0.018 0.08 0.08 134 1330 0.0040 0.0192 4.589 2.120 0.015 4.353 0.019 0.018 0.08 0.08 135 1340 0.0040 0.0192 4.608 2.135 0.015 4.372 0.019 0.018 0.08 0.08 136 1350 0.0040 0.0192 4.627 2.151 0.015 4.391 0.019 0.D18 0.08 0.08 137 1360 0.0040 0.0192 4.646 2.166 0.015 4.410 0.019 0.018 0.08 0.08 138 1370 0.0040 0.0192 4.666 2.181 0.015 4.429 0.019 0.018 0.08 0.08 139 1380 0.0040 0.0192 4.685 2.196 0.015 4.448 0.019 0.018 0.08 0.08 140 1390 0.0040 . 0.0192 4.704 2.211 0.015 4.468 0.019 0.018 0.08 0.08 141 1400 0.0040 0.0192 4.723 2.227 0.015 4.487 0.019 0.018 0.08 0.08 142 1410 0.0040 0.0192 4.742 2.242 0.015 4.506 0.019 0.018 0.08 0.08 143 1420 0.0040 0.0192 4.762 2.257 0.015 4.525 0.019 0.018 0.08 0.08 d144 ...., -1430 .. 0,0040- -0,0192.. -+781 ..-2,273.- ..--0,015-.- -4,544- --0,019--- .0,018. -0,08- -0;08-- . 145 1440 0.0040 0.0192 4.800 2.288 0.015 4.563 0.019 0.018 0.08 0.08 PRE.SUBMITTAL ReC'D SEP 2 9 Z009 F:\JOBS\6600's\6617\Excel\25-yr SB U H9-16-09.xls TBG Dari Mart Springfield OR . . Post-Development Calculations \ .,;.. \1' 07-6617 911bl"'l MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cis cfs 1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0 2 10 0.0040 0.0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00 3 20 0.0040 0.0192 0.038 0.000 0.000 0.000 0.000 0000 0.00 0.00 4 30 0.0040 0.0192 0.058 0.000 0.000 0.001 0.001 0.001 0.00 0.00 5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.003 0.01 0.01 6 50 0.0040 0.0192 0.096 0.000 0.000 0.012 0.006 0.005 0.02 0.01 7 60 0.0040 0.0192 0.115 0.000 0.000 0.020 0.008 0.006 0.03 0.02 8 70 0.0040 0.0192 0.134 0.000 0.000 0.029 0.010 0.008 0.03 0.03 9 80 0.0040 0.0192 0.154 0.000 0.000 0.040 0.011 0.008 0.04 0.03 10 90 0.0040 0.0192 0.173 0.000 0.000 0.052 0.012 0.009 0.04 0.04 11 100 0.0040 0.0192 0.192 0.000 0.000 0.064 0.013 0.010 0.04 0.04 12 110 0.0050 0.0240 0.216 0.000 0.000 0.081 0.017 0.013 0.06 0.05 13 120 0.0050 0.0240 0.240 0.000 0.000 0.098 0.017 0.014 0.06 0.06 14 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0.018 0.014 0.06 0.06 15 140 0.0050 0.0240 0.288 0.000 0.000 0.135 0.019 0.015 0.07 0.06 16 150 0.0050 0.0240 0.312 0.000 0.000 0.155 0.019 0.015 0.07 0.07 17 160 0.0050 0.0240 0.336 0.000 0.000 0.175 0.020 0.016 0.07 0.07 -18 170 0.0060 0.0288 0.365 0.000 0.000 0.199 0.024 0.019 0.09 0.07 19 180 0.0060 0.0288 0.394 0.000 0.000 0.223 0.025 0.020 0.09 0.08 20 190 0.0060 0.0288 0.422 0.000 0.000 0.249 0.025 0.020 0.09 0.09 21 200 0.0060 0.0288 0.451 0.000 0.000 0.274 0.025 0.020 0.09 0.09 22 210 0.0060 0.0288 0.480 0.000 0.000 0.300 0.026 0.020 0.09 0.09 23 220 0.0060 0.0288 0.509 0.000 0.000 0.326 0.026 0.021 0.09 0.09 24 230 0.0070 0.0336 '0.542 0.000 0.000 0.357 0.031 0.024 0.11 0.10 25 240 0.0070 0.0336 0.576 0.000 0.000 0.387 .0.031 0.024 0.11 0.10 26 250 0.0070 0.0336 0.610 0.000 0.000 0.419 0.031 '0.025 0.11 0.11 27 260 0.0070 0.0336 0.643 0.000 0.000 0.450 0.031 0.025 0.11 0.11 28 270 0.0070 0.0336 0.677 0.000 0.000 0.481 0.032 0.025 0.11 0.11 29 280 0.0070 0.0336 0.710 0.001 0.001 0.513 0.032 0.025 0.11 0.11 30 290 0.0082 0.0394 0.750 0.002 0.001 . 0.550 0.037 0.030 0.13 0.12 31 300 0.0082 0.0394 0.789 0.004 0.002 0.588 0.037 0.030 0.13 0.13 32 310 0.0082 0.0394 0.828 0.007 0.003 0.626 0.038 0.030 0.14 0.13 33 320 0.0082 0.0394 0.868 0.011 0.004 0.663 0.038 0.031 0.14 0.14 34 330 . 0:0082 0.0394 0.907 0.016 0.005 0.701 0.038 0.031 0.14 0.14 35 340 0.0082 0.0394 0.947 0.022 0.005 0.739 0.038 0.031 0.14 0.14 36 350 0.0095 0.0456 0.992 0.029 0.007 0.783 0.044 0.036 0.16 0.15 37 360 0.0095 0.0456 1.038 0.037 0.008 0.828 0.044 0.037 0.16 0.16 38 370 0.0095 0.0456 1.083 0.046 0.009 0.872 0.044 0.037 0.17 0.16 39 380 0.0095 0.0456 1.129 0.056 0.010 0.916 0.044 0.037 0.17 0.16 40 390 0.0095 0.0456 1.175 0.067 0.011 0.961 0.045 0.037 0.17 0.17 41 400 0.0095 0.0456 1.220 0.079 0.012 1.005 0.045 0.038 0.17 0.17 .. -42-- -410- _.0.0134_ -0.0643. --:1.284- -0.097- --0.018-. ..1.068- -.0,063-- -0,053- -0,24-- --0019- . 43 . 420 0.0134 0.0643 1.349 0.116 0.019 1.131 0.063 0.054 0.24 0.22 44 430 0.0134 0.0643 1.413 0.137 0.021 1.195 0.063 0.054 0.24 0.24 45 440 0.0180 0.0864 1.500 0.166 0.030 1.280 0.085 0.073 0.33 0.27 46 450 0.0180 0.0864 1.586 0.199 0.032 1.365 0.085 0.074 0.33 0.31 47 460 0.0340 0.1632 1.749 0.265 0.067 1.526 0.161 0.141 Oiu - 48 470 0.0540 0.2592 2.008 0.385 0.120 1.783 0.257 0.228 JWO '5 49 480 0.0270 0.1296 2.138 0.451 0.065 1.911 0.129 0.115 O~5:1 '''0:7~ 50 490 0.0180 0.0864 2.224 0.496 0.046 1.997 0.086 0.077 0.3~~ pm5S1 51 500 0.0134 0.0643 2.289 0.531 0.035 2.061 0.064 0.058 0.26 0.38 REC'D 009 F:\JOBS\6600's\6617\Excel\25-yr SBU H9-16-09 .xls TBG Dari Mart Springfield OR . . Post-Development Calculations Ii"o.\~ 07-66.17 qllWo~ MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min, fraction inches inches inches inches inches inches inches cfs cfs 52 510 0,0134 0,0643 2,353 0,566 0,036 2,125 0,064 0,058 0.26 0,30 53 520 0,0134 0,0643 2.417 0,603 0,036 2,189 0,064 0,058 0.26 0.27 54 530 0,0088 0,0422 2.460 0,627 0,024 2,231 0,042 0,038 0,17 0,23 55 540 0.0088 . 0,0422 2,502 0,652 0,025 2.272 0,042 0,038 0,17 0,19 56 550 0,0088 0,0422 2,544 0,676 0,025 2,314 0,042 0,038 0,17 0,18 57 560 0,0088 0,0422 2,586 0,701 0,025 2,356 0,042 0,038 0,17 0,17 58 570 0,0088 0,0422 2,628 0,727 .' 0,025 2,399 0,042 0,039 0,17 0,17 59 580 0,0088 0,0422 . 2,671 0,752 0,026 2.441 0,042 0,039 0,17 0,17 60 590 0,0088 0,0422 2,713 0,778 0,026 2.483 0,042 0:039 0,17 0,17 61 600 0,0088 0,0422 2,755 0,805 0,026 2,525 0,042 0,039 0,17 0,17 62 610 0,0088 0,0422 2,797 0,831 0,026 2,567 0,042 0,039 0,17 0,17 63 620 0,0088 0,0422 2,840 0,858 0,027 2,609 0,042 0,039 0,17 0,17 64 630 0,0088 0,0422 2,882 0,884 0,027 2,651 0,042 0,039 0,17 0,17 65 640 0,0088 0,0422 2,924 0,912 0,027 2,693 0,042 0,039 0,17 0,17 66 650 0,0072 0,0346 2,959 0,934 0,022 2,727 0,034 0,032 0,14 0,16 67 660 0,0072 0,0346 2,993 0,956 0,022 2,762 0,034 0,032 0,14 0,15 68 670 0,0072 0,0346 3,028 0,979 0,023 2,796 0,034 0:032 0,14 0,15 69 680 0,0072 0,0346 3,062 1,002 ' 0,023 2,830 0,034 0,032 0,14 0,14 70 690 0,0072 0,0346 3,097 1,025 0,023 2,865 0,034 0,032 0,14 0,14 71 700 0,0072 0,0346 3,132 1,048 0,023 2,899 0,034 0,032 0,14 0,14 72 710 0,0072 0,0346 3,166 1,071 0,023 2,934 0,034 0,032 0,14 0,14 73 720 . 0,0072 0,0346 3.201 1,094 0,023 2,968 0,034 0,032 0,14 0,14 74 730 0,0072 0,0346 3,235 1,118 0,023 3,003 0,034 0,032 0,14 0,14 75 740 0,0072 0,0346 3.270 1,141 0,024 3,037 0,034 0,032 0,14 0,14 76 750 0,0072 0,0346 3,304 1,165 0,024 3,071 0,034 0,032 0,14 0,14 ,77 760 0,0072 0,0346 3,339 1,189 0,024 3,106 0,034 0:032 0,14 0,14 78 770 0,0057 0,0274 3,366 1.208 0,019 3,133 0,027 0,026 0,11 0,13 79 780 0,0057 0,0274 3,394 1.227 0,019 3,160 0,027 0,026 0,11 0,12 80 790 0,0057 0,0274 3.421 1.246 0,019 3,188 0,027 0,026 0,11 0,12 81 800 0,0057 0,0274 3.448 1,265 0,019 3.215 0,027 0,026 0,11 0,12 82 810 0,0057 0,0274 3.476 1,285 0,019 3.242 0,027 0,026 0,11 0,11 83 820 0,0057 0,0274 3,503 1,304 0,019 3.270 0,027 0,026 0,11 0,11 84 830 0,0057 0,0274 3,530 1,323 0,019 3,297 0,027 0,026 0,11 0,11 85 840 0,0057 0,0274 3,558 1,343 0,019 3,324 0,027 0,026 0,11 0,11 86 850 0,0057 0,0274 3,585 1,362 0,020 3,351 0,027 0:026 0,11 0,11 87 860 0,0057 0,0274 3,612 1,382 0,020 3,379 0,027 0,026 0,11 0,11 88 870 0,0057 0,0274 3,640 1.402 0,020 3.406 0,027 0,026 0,11 0,11 89 880 0,0057 0,0274 3,667 1.421 0,020 3.433 0,027 0,026 0,12 0,11 90 890 0,0050 0,0240 3,691 1.439 0,017 3.457 0,024 0,023 0,10 0,11 91 900 0,0050 0,0240 3,715 1.456 0,017 3.481 0,024 0,023 0,10 0,10 92 910 0,0050 0,0240 3,739 1.474 0,017 3,505 0,024 0,023 0,10 0,10 1.93. -- --920- --0,0050 .0,0240- - 3,763 ---10491 --0,018 - ,-,3,529 '0,024 0:023- "0:10 0:10 - 94 930' 0,0050 0.0240 3,787 1,509 0,018 3,553 0.024 0,023 0,10 0,10 95 940 0.0050 0,0240 3,811 1,526 0,018 3,577 0.024 0,023 0,10 0.10 96 950 0,0050 0,0240 3,835 1,544 0,018 3,601 0.024 0,023 0,10 0.10 97 960 0,0050 0,0240 3,859 1.562 0,018 3,625 0,024 0,023 0,10 0,10 98 970 0,0050 0,0240 3.883 1.580 0.018 3,649 0,024 - din 0,10 99 980 0,0050 0,0240 3.907 1,597 0,018 3,673 0,024 .' T Ir1l0, ta;; ., 100 990 0.0050 0,0240 3,931 1,615 0,018 3,696 0.024 0:023 -O~1b' .. '0:10" , 101 1000 0,0050 0.0240 3,955 1.633 0.018 3,720 0.024 0:023 <:IOPI D'- 9 ~.L1!Gij 102 1010 0,0040 0,0192 3.974 1.647 0,014 3,740 0.019 0.018 0,08 0.09 o F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09,xls TBG Dari Mart Springfield OR . . Post-Development Calculations \lod~ 07-6617 '9/Ii"lcFI MAC Pervious Area Impervious Area Time Rainfall Rainfall in Accumul. Accumul. Incremental Accurnul. Incremental Total Instant Design Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate min. fraction inches inches inches inches inches inches inches cfs cfs 103 1020 0.0040 0.0192 3.994 1.662 0.014 3.759 0.019 0.018 0.08 0.09 104 1030 0.0040 0.0192 4.013 1.676 0.014 3.778 0.019 0.018 0.08 0.08 105 1040 0.0040 0.0192 4.032 1.691 0.014 3.797 0.019 0.018 0.08 0.08 106 1050 0.0040 0.0192 4.051 1.705 0.014 3.816 0.019 0.018 0.08 0.08 107 1060 0.0040 0.0192 4.070 1.720 0.014 3.835 0.019 0.018 0.08 0.08 108 1070 0.0040 0.0192 4,090 1.734 0.015 3.854 0.019 0.018 0.08 0.08 109 1080 0.0040 0.0192 4.109 1.749 0.015 3.874 0.019 0.018 0.08 0.08 110 1090 0.0040 0.0192 4.128 1.763 0.015 3.893 0.019 0.018 0.08 0.08 111 1100 0.0040 0.0192 4.147 1.778 0.015 3.912 0.019 0.018 0.08 0.08 112 1110 0.0040 0.0192 4.166 1.792 0.015 3.931 0.019 0.018 0.08 0.08 113 1120 0.0040 0.0192 4.186 1.807 0.015 3.950 0.019 0.018 0.08 0.08 114 1130 0.0040 0.0192 4.205 1.822 0.015 3.969 0.019 0.018 0.08 0.08 115 1140 0.0040 0.0192 4.224 1.836 0.015 3.989 0.019 0.018 0.08 0.08 116 1150 0.0040 0.0192 4.243 1.851 0.015 4.008 0.019 0.018 0.08 0.08 117 1160 0.0040 0.0192 4.262 1.866 0.015 4.027 0.019 0.018 0.08 0.08 118 1170 0.0040 0.0192 4.282 1.881 . 0.015 4.046 0.019 0.018 0.08 0.08 119 1180 0.0040 0.0192 4.301 1.896 0.015 4.065 0.019 0.018 0.08 0.08 120 1190 0.0040 0.0192 4.320 1.910 0.015 4.084 0.019 0.018 0.08 0.08 121 1200 0.0040 0.0192 4.339 1.925 0.015 4.104 0.019 0.018 0.08 0.08 122 1210 0.0040 0.0192 4.358 1.940 0.015 4.123 0.019 0.018 0.08 0.08 123 1220 0.0040 0.0192 4.378 1.955 0.015 4.142 0.019 0.018 0.08 0.08 124 1230 0.0040 0.0192 4.397 1.970 0.015 4.161 0.019 0.018 0.08 0.08 125 1240 0.0040 0.0192 4.416 1.985 0.015 4.180 0.019 0.018 0.08 0.08 126 1250 0.0040 0.0192 4.435 2.000 0.015 4.199 0.019 0.018 0.08 0.08 127 1260 0.0040 0.0192 4.454 2.015 0.015 4.219 0.019 0.018 0.08 0.08 128 1270 0.0040 . 0.0192 4.474 2.030 0.015 4.238 0.019 0.018 0.08 0.08 129 1280 0.0040 0.0192 4.493 2.045 0.015 4.257 0.019 0.018 0.08 0.08 130 1290 0.0040 0.0192 4.512 2.060 0.015 4.276 0.019 0.018 0.08 0.08 131 1300 0.0040 0.0192 4.531 2.075 0.015 4.295 0.019 0.018 0.08 0.08 132 1310 0.0040 0.0192 4.550 2.090 0.015 4.314 0.019 0.018 0.08 0.08 133 1320 0.0040 0.0192 4.570 2.105 0.015 4.334 0.019 0.018 0.08 0.08 134 1330 0.0040 0.0192 4.589 2.120 0.015 4.353 0.019 0.018 0.08 0.08 135 1340 0.0040 0.0192 4.608 2.135 0.015 4.372 0.019 0.018 0.08 0.08 136 1350 0.0040 0.0192 4.627 2.151 0.015 4.391 0.019 0.018 0.08 0.08 137 1360 0.0040 0.0192 4.646 2.166 0.015 4.410 0.019 0.018 0.08 0.08 138 1370 0.0040 0.0192 4.666 2.181 0.015 4.429 0.019 0.018 0.08 0.08 139 1380 0.0040 0.0192 4.685 2.196 0.015 4.448 0.019 0.018 0.08 0.08 140 1390 0.0040 0.0192 4.704 2.211 0.015 4.468 0.019 0.018 0.08 0.08 141 1400 0.0040 0.0192 4.723 2.227 0.015 4.487 0.019 0.018 0.08 0.08 142 1410 0.0040 0.0192 4.742 2.242 0.015 4.506 0.019 0.018 0.08 0.08 143 1420 0.0040 0.0192 4.762 2.257 0.015 4.525 0.019 0.018 0.08 0.08 - .144.- -1430 .0,0040- .0.D192- ..4,781-- -2"273- --00015.... - 4,544.. - .0,019.. -0,018. ...0,08- -0,08-. 145 1440 0.0040 0.0192 4.800 2.288 0.015 4.563 0.019 0.018 0.08 0.08 PRE.SUBMITIAL REC'O SEP292.009 F:\JOBS\6600's\6617\Exce/\25-yr SBUH9-16-09.xls +TkG Ar~Ait ~etl . I t- --I+t+ · ill! I 1+++ , I I I J I I S-IEt NO. 118-?f-1~ is;af1 Ma 11I1 II I I I '.. I I '~0i1~6&1-7t1 . I PROUE~T il'ld. I I I I '" nngfle,u fJi r I , I I .1. .!-. ,911j61991yJ jMAl:>1r I I I DATE , . BY, I . ------ .- j 'i --l -iI pbaK Flbw I 074 cts 2~-~ earl Slbrn E' en! -- TOlal,Ar sa '3 ,237 sq. ft. -t:bC~tiO A ea Area Fow' - I , I I , I -- ,(S' :Il. alio (<;:ts) ..,. ~. '-. g- f-- ~ es r ,'" e 9 . 01.1 1 _Ie e.1 ". 6Q f.-L amage. _8" .IRe ,7.35 0,92 0 , , -LL- . o ainagidi 8" Pi e -b:6 I I I Reauifed FlofN -- csT , , O'91'~ 1--- ,. -L ~-I -t- - d_ in . -- , IA J Qh9. Jt2- 1 , -+--. 1- -- .. ! RI OJ17 1-- ~ - .oc I 45 , I Po oV(ea P' I ' ([81"2 cs IUt 1 - -- . I I J f.6~ Rip'- _f-- i-West.Earki g-tre -Swale-I .1-- -. '-I---~- B-e.u.ile.cllElOf !l.,0 L.ots , . 1 - I r OT~ . [if In /-- V' I .20 ft2 - L- ot- I- f.-- C .0-104 i ^ 0 ,-" I,.., In bo b '0 , Inl , ~ 2. 9 t 5 I I '-- ' - - , - 1-- -f- -. i- --- 1- I--rtlla Si~ L-___ 1_._ --- L I-- -- -- I-- 1 ' 8" Main 1=to~ . [ I Ri 1.1 d CJ.7!I"Crs , ellOlre , i .--- - ,- "- " 1.8 ilL I - --+- IA 0135 ft2 1----- ..+ --- -, - ---- R 0_17 S +~ .OT"f5 I 1.- I-Apowed -- Q I-- --- i-- 1~ ''19 !n:rs 0 ! I I - ~" , , -. . "0"" - ".-.h .. "c,'__'" .---- T"'_"" -.-- -. ---+ I -+- I I 1-- 11\1'1 -/ YiAl rn ~ i E · 9 *. I --t- . I ~ -- -- , F:~( BS\66 00'5\6617 Excel125 ivr SBWH9-1 'l-09.xls , I j I r~ II' I I I I I I I I ! I , , . I SS4W 9nc.-Engineers SURVEYORS -1 PLANNERS 2350 Oakmont Way, Suite 105 Eugene, OR 97401 . . APPENDIX B FORM SIM AND TREE CREDIT WORKSHEETS STORMW ATER DRAINAGE STUDY 69th & MAIN RETAIL ADDITION: 6898 Main Street, Springfield, OR PRE.SUBMITTAL REC'D SEP 2 92009 "'\i:!." t>.l"CM.\ '1'.0"" So. . Vl.~' >-I...IL-r S~"'''' r-'l c;"'~ {)'l.. INSTRUCTIONS 1. Enter square footage of new or redeveloped impervious sff:e area in Box 1 at the top of this form. 2. Select impervious area reduction techniques from rows 1-3 to reduce the site's resultirg storTT1lN'ater management requirement. Tree credit can be calOJlated using the tree credit 'MJI1<sheel on the next page. 3. Seled: desired storrrPNater management facilities from rows 4-10.. In Column 1, enlerthe square footage of impervious area that Vllill flow into earn facility type. 4. MJltiply earn impeNious area from Column 1 by the corresponding sizing factor in Column 2. and enter the restiIl in Column 3. This is the facility surface area needed to manage runoff from the impervious area. 5. Total Column 1 (RaMI 1-10) and enter the resulting "ImpeNious IVea Managed' in Box 2 6. Subtract Box 2 from Box 1 and enter the resuti in Box 3. When this mmber reaches 0, stormwater pollution redudion ard flow con\roI requirements have been met Submit this fann with the application for permit 7. If Box 3 is greater than 0 square fee~ add square footage or facilities to Column 1 arK! recalOJlate, or use additional facilities from Chapter 2.0 of theStormwater Management . Manual to manage stormwater from-- 0 these remaining impervious surfares. . \ o'i'"Z. c;.c.,Ic.\i "1 ('''/C9MAc.... ",,"' -'",','" '. ". .", . - . '. " _..... . . .' -.. ,-,. ....,. 2)~r~p'antel" '..0 -sf ...., . . . 0 " . -"'. . '. . o. . o'..Sf . :. 3) Tree Crell.it (See Next Page) c. si'~~:h,}()ti~~,~';': . " ...... ...._,.......,... ".'.. .......-....-.,...-... ,-_....'..., -' ..:..',:.,::.,:,'.-.... ",....-.".,. ..........SfXO.(Jll:'" ,. ", '-" .....,..,..' ... .1 ,"'n".:.. .sL .. ;",,:;. >,~~d~ ().~~I~i';;'l.."Sf'... sf x ...--..:,,: ",." . ,...,... 0.2. J .'.sf .x .0.09 ,;,.1.. . .Sf~O.07=f' . I.sf .. I sf I sf I sf. '.'sf xQ,12 ..-...:._........:-.. "-'.' -'" '" . . ....",,,-,..' . .>~ix. ",,,,--,-.:..,', . ,".,'.'.: .-.:'.' ,-, ',-,'."-'::,--'-" ,:;.. . .... - ". 9) Veg~ed IrmL Basin .,.---'-'. .:.....,.'-.' .... . ." . -, -'. . ,.', ,'." '-' '. -- ,. . .' '.' ..':';'.''': ..-.,." 10) SllrK!RIteI: T!lIaU!IlP!lrviQU$ JUlIa 12. So-z... n._Managed-. . .'n"__..__ I Box 2 Box1-Box2 , 57-:'"2- I Box 3 PRE.SUBMITTAl RECIO SEP2 92009 Page 2-5 Stormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 'I"'i5'-1 ,l,it-C.I-II"Tc;;'c..."'-::e "Dto.lt-I. I-A.f.>,-<t- -"'\ 'S?(t...~"r-t~"'~ Or?- . Z-oF'2.. 0, - "'''''II A-!H,/"'j "^"'<..- I<Sfi'jm~~~Jt;iii~~J!ifl,'~' ;_..~~~_~i o mee 5 orrnwa er managemen reqUlreme s. New E."ergrlle!l Tr~ To:~ve.;~~~t~.i~~?t9~,*nl~it,. reYJ'e,~~~:t~'.mlJ.~{be :P!a~e~t'~hii):25f~(bfg~~~~j.i~-pe~ou~ . surfaces_ _~~.t~ cannot,be 9~~dn~. agai~st ~O~?~. ~.~~. Minimurll t~.heigrrt: (~t th~ time of plan,ti,ng) to receive cied~.is 6 f~. Enter number of ~~ evergreen t~ that meetq~lfficatio~ r'equi~ments i~ BoxA " "-'. - .-' '---'-' '.-. " ,". '"',," '--, ......'- . .l~~.~~': . ISOXB. I I Multiply Box A by 200 and enter result in Box B New.Deciduous Trees .C'" _._.... -:'_ "_, .-.' .."", '......- . '. -.. '_", ,.' , .. . - To ~e,~t~~tef,~~.~~~~.nt. ~itl,n~depdpo~'_~:~~ .be.,Pla~~ ~_n ~~ ~t ~ ~~~~~~~_\~~~o~s. .' surfaces. .l;Iewtrees~t.be. a'ed~ed against rooftop surf~. Minimum t~ calipe..(at thEi time"! planting) to. . . receiVe credit is 2 incheS. d\i~~c.""'" .::.....->-, -:_--"-"'-":"- ,-.' ,,':-':-. ....-: Munip<y ~ Cby1pO and~~r le,;un in ~D .....\.. I '" ','.':.-,0'-"'-' '........, ',""- . ... ',. ..r.....:.. ". '. Bo~(> ....,-... EJg::;til)g...r~c:cihQPY: ..' .d.:... ": ." :;;i~~IE;E~$ili~~;~~~~~k~iE:~~~~&2P;~.i:....:.....::..... tre8.c~O~pyJ9Cat~~in~.~~rMl.zQ~. T~.~py.is.fn~_s~.aro.lUldJh~~'~dripli!lf!. . . ., . ~ : :..: 'i ". ...-.,....'....-...:,' "..'..-,.......:. Ent~f :~~~_~~g~-.~f-~~ng;~-~pY ~8t ~~. 94~!~~o.~'~~jre!n~ry~'!n.~qi.~, . "-'J . ",' '. :'''''_' ','C.".___'.. .'.,I.I~~x{..... ..-....,,-..-,..- ",' ...... '. '.'--" ",' :.I~~E . Total Tree Credit >1 ..~ IBoXt> '. ... ':'-.' '. .,:, '. -,,' : ":' '.-'. - ;'. '. >:-; :. --:" ", ':. .... ::- ',..- ," ::. For~iteS ~.I.~_,tha~'1'000-S!l~_~~. ~ ~~,~ ~~I~~ iD:1pervl~~,area.:. . . .-'.-'- -'-:.', ..... ..... ......,--_. .'. ........ ',,' .... ...-...-.....--,. . Theam~~in_BoxG.isi~~ei1t~.as.~'!~_~ir<?n.~orinSI~. '~.?top He~- ..' : ":,. . ::':, - : ~ - - : - - '::: .: --"~.':':":': . -.: ':' . -.. . :: '". : _: ': ::' .:'. ::. .- .,', , : -...-:--:. ':'. . : ' '. . . ,. . . Forsif:eS~..~~~n._1.~. ~~:~.~~or~~I_oped im'pe~ol:lS ~~: MtiJtiply Box 1 Of Form 81M by 0.1 and enter the resuIt.in BoxH I ......1 IBoXH . '. ....-..', '-'''''" "" . .". . . .u. __m.._.--,.-.~._..---.-.,... __.____,.._._.____..~~_.____.._u_,....,.-.--...--,- __",.__.___.__.....__.._____________ 1s;,~1 Enler~ les~r of [lOX G and Hin BoxL. . . . . This is the amount to.be entered as "Tree Credif'. on Fonn 81M. -Stop ~re- PRE~SUBMITTAL RECIO SEP'2 92009 Stormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 Page 2-6 . City of Springfield Site Plan Review Pre-Submittal Request Exhibits September 29, 2009 . EXHIBIT L Parking lot Lighting Fixture Specification & Photometric Test Report PRE.SUBMITTAl REC'O SEP 2 9 2009 PARKING LOT ~GHT FIXTURE SPI::l;It: L;A IIUN~ ,~ LfTHDNfA LfGHTfNO' Cat,logNombat '. -... . - FEATURES & SPECIFICATIONS INTENDED USE -Ideal for parking areas, street lighting, walkways and caf lots. CONSTRUCTION - Rugged, die-cast soft corner aluminum housing with O.lT nominal wall thickness. Die-cast door frame has impact-resistant tempered,glasslensthatisful1ygasketed with one-piece tubular silicone. FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architec- tural colors available. OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full cutoff distributions lUlasymmetric), R3lasymmetric), R4 {forward throw} and RSS (squarel are interchangeable. High-performance anodized, segmented alumin"um reflectors IES full cutoff distributions SR2 {asymmetric}, SR3 (asymmetricl and $R4SC (forward throw, sharp cutoffl. Segmented reflec- tors attach with tool-less fasteners and are rotatable and interchangeable. ELECmlCAL SYSTEM - Ballast High reactance, high power factor for 70-150W. Constant wattage autotransformer for 175-400W. Metal halide 150W and below are standard with pulse-start ignitor technology; super CWA pulse-start baHast required for 200W, 320W and 350W lSCWA option!. Ballast is copper-wound and 100% factorv-tested. Super CWA pulse stall ballasts, 88% efficient and EISA compliant, are required for 151-400W {must order SCWAoption} forUS shipments only. Not available: 175M SCWA. CSA, NOM or INTL required for probe start shipments outside the US. Socket POTcelain, horizontally oriented medium base socket tor 70-150M. Mogul base socket for 175M and above, and 10-400S, with copper alloy, nickel-plated screw shell and centercontactULlisted 1500W,600V. USTlNG _ Ullisted (standard). CSA Certified (see Options!. Ullisted for 250C ambient and wetlocations.IP65 rated in accordance with standard IEC 529. Specifications subject to change without notice. Notes Type ~@ Specifications EPA: 1.2ft' 'Weight: 35.9 Ibs (16.28 kg) length: 17-1/2' 144.5 eml Width: 17-1/2' 144.5 em) Depth: 7-1/8' (18.1 eml ""Weight as contigured in example below_ q I- 4.-1 (10.2 em) Soft Square Lighting KAD MH: 70W-400W HPS: 70W-400W 20' to 35' Mounting )-r 7-118" (III I 1)-1/2' 144.5 eml ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold), Example: KAD 400M R3 TS SCWA SPD04 LPI KAD ~ KAD Ivol;~ 120 208' 24D' 277 347 480' lB' 23050HZIO ~ Melal IllW1 ~on'!ssure 70Ml.2.3~1 100M' 70S' 150M3 100S 175M' 150S' 200M' 250S 250M 40DS 320M' ~ rnml 350M' ~ . 4OOM' 50M H C 70MHC 100MHC 150MHC Mounting Dill lwJslh" SPD_ Square 04 4" ann pole IIi 6'arm RPO_ Round pole 09 9"' arm WBD Wall 12 12"arm bracket WWD_ Wood pole or wall DAD12P Degree arm (pole)" Degree arm (wa11l12 Decorative wall bracket12,lJ Mast arm external fitter Twin mounting bar DADI2WB WBA ~istribution KMA Hvdroformed refler.tors R2 IES type II asymmetric6 R3 IES-type 1\1 asymmetric' R4 IES type IV forward throw" R5S IES type V square SeGmenter! reflectors SR2 IES type II asymmetricl1 SR3 IES type III asymmetricB SR4SC IES type IV IOfWard throw KTMB NOTES, 1 Not available with SCWA. 2 Not available with 480V. 3 Not available with TBV. 4 Must be ordered with SCWA. 5 Reduced jacket ED28 required for SR2, SRJand SR4SC optics. 6 House-side shield available. 7 Must specifyCWI for use in Canada. Optional multi-tap ballast 020, 208, 240. 277V; in Canada: 120, 277, 347V!. Optional five-tap ballast {12Q, 208, 240, 277.4BOVI. 10 Consultfactorv lor available wattages. 11 9~ arm is required when two or more luminaires are oriented Q{\ a goo driJlingpattern. 12 Ships separately. 13 Available with SPD04 and SPOOg. 14 Must specify voltage. N/A with TB. 15 Only available with SR2, SR3, & SR4SC optics. 16 Max allowable wattage lamp included. 17 Maybe ordered asan.accessory. 18 See www.lithonia.comtarcholors for additional color options. 19 Must be specified. 20 MustuseRPD09 8 ~ (blank) Magnetic ballast CWI Constant wattage isolated ~ LPI Lamp included l/LP Lass lamp Finish'8 (blank) Dark bronze DWH White DBL Black DMB Medium bronze DNA Natural aluminum .. NIGHTTIME FRIENDLY Con$islentwithlEEO-QoalS & Green Globes'" criterll lor 6ghtpolh..iiotl reductiotl Three@9DO T2D-39D20 T25-39020 T35-39020 Four@900 T2D-49020 T25-49020 T35-49020 Options .':!'.~!:''Vg ~ Shinned installed in fixture SF Single luse 120. 277. 347V" DF Double fuse 208. 2411. 480" PO Power tray15 PEA NEMA twist-lock recep- tacle only (no pl1otocontrolj QAS Quartz restrike system16 QASTO QRS time delayl0,10 WTB Terminal ~iring block15 HS House-side shield CSA CSA Cenified INTL Available for MH probe start shipping outside the U.S. Shinned .':p.nilratelv17 PEl NEMA twist-lock PE 1120. 208,14UV\ PE3 NEMA twist-lock PE 1347V\ PE4 NEMA twist-lock PE 1480V\ PE7 NEMA twist-lock PE (27M SC Shortening cap for PER option VG Vandal guard PRt:SU~~TfAL REC'D SEP 2 9 2009 Outdoor AL-310 SCWA Super CWA pulse start ballast NOTE Forshipments toU.S.territories, SCWAmustbe specifiedtocomply withEISA. Accessories Ordar as separate catalog number. Number of rlXtures Tenon Mounting Slipfitter Tenon 0.0. One Two@180o 2-3/8' T20-19D T20-28D 2 -7/8' T25-190 T25- 28D 4' T35-190 T35-28D KADVG Vandal guard KAoWG Wire guard Two@90o T20-29020 T25-29020 T35-29020 Three@1200 T20-32020 T25-320 T35-320 Sheet #: KAD-M-S KAD 400M Arm-mounte~ft Square Cutoff . Coefficient of Utilization Initial Footcandles KAD 400M RHes! no. 1193083101P KAD 400M R3 rest no. 119204090?P ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT (Footeandle) .3 ~ .3 - I- ~ I 0,25 ........ I 0.25 " " 0.5 ~ -2w 0.5 ~ ~ .'ill 1.\ ~ I 1.l " l\ " '.5 -1~ .2.5 -1~ 5 ~~ z 5 ;;;;;;;: ~ l\\ z ~ is - 0 - O~ O~ ~ ~ i)J 0 ~ 0 ~ 1~ ~ :; 1~ ~ Z Z ~ ;;;;;; ~ ,~ ,~ - ~ w r- w u U 3~ 3~ ~ ~ 5 C 4 4 0 1 , 3 4 5 6 0 1 , 3 4 5 6 400W plJlse start metal halide lamp, rated 38000 400W pulse start metal halide lamp, rated 42.000 lumens. Foolcandle values based on 20' IUffiOOS. Footcandle values based on ZO' mountinghaight. moontingheigh1. Classification: Typa Il,Short, Full Cutoff Classification: Type II, Short, Full Cutoff KAD 400M R4 Test no. 1191110101P KAD 400M R4HS Test no. 1192061101P KAD 400M R5S Test no. 1194040801 P ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT (Footeandle) .3 -3 .3 ~ 0.25 ~ I \; I " " 05 " -ZW -2w 1.1 .2w 0251-- I I '.5 ~ ."a1 I " " ;i~ -1e , " 5 )I z o~i -1! .1~ z z ~ ) z ~ 0 ~ 0 o~ 5 og o~ ~ ~ ~ 0 0 0 1~ 1~ 1~ I ~~ \' z ~ - ~J) z ) z ~ ~ -' ~ ~ ,~ ,~ ,<; ':/. './~ w J w w u u u 3~ 3~ 3~ ~ ~ ~ ~ 5. C 5 4 4 4 0 1 , 3 4 5 6 0 1 , 3 4 5 6 0 1 , 3 4 5 6 400W pulse start metal halide lamp, rated 38.000 4QOW pulse start metal halide lamp: rated 38,000 4QOW pulsu start metal halide lamp. rated 38000 lumens, Foolcandle values basad on 20' lumens. Footcandle values based Oil 20' lumens. Footcal1dle values based all 20' mountingheighl. moulltingheight. moun~ngheighl Classification: Unclassified (Type III, Very Short). Full Cutoff Ciassincation: Unclassified (Type 111, Very Short), Full Cutoff Classification: Undassified (Type NC. Very Short), Full CutQff Electrical Characteristics line current Primary Primary lAmps} dropout Input Power Regulation Wattage/ballast voltage Start/Operating voltage watts factor (%) Line V = lamp lumens 120 2.50/4.00 55 400GWA 208 1.45/2.30 95 Peak-lead 240 1.25/2.00 110 455 90+ :!10% = :!10% Autotransformer 277 1.10/1.75 125 480 .73/1.00 225 Mounting Height' Correction Factor (Multiply the fc level by the correction factor) 25 ft. '" 1.44 35 ft. = 0.73 40 ft. '" .56 Tested to current JES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field measurements. Dimensions and specifications an this' sheet are based an the mast current available data and are subiectto change without notice. (Existing Mounting Height \' _ . New MounUng Helgnt ) - Correcuon Factor NOTES: 1 PhotomEltric data far other distributions can be accessed from www.lithonia.com. PRE-SUBMITTAl REC'O SEP 2 92.009 ,~ LfTHDNfA LfGHTING" - Lithonia lighting Outdoor One lithonia Way, Conyers, GA 30012 Phone: 770-922-9000 Fax: 77Q-918-1209 www.1ithonia.com An~cuityBrands Company Sheet #: KAD-M.S @2007 Acuity Brands lighting, Inc., Rev. 4122109 AD 250M ~ ~R~~INOu~OOL~~~GHrtT FIXTUH~ttp:~HO~~~~O~~~oT~;eTer~~ul~O~T' '~l.lrHDNIA j"GHTINt:r - . . <M.cuitvBrands. . LIgi,c,rtg KAD 250M R3 (PROBE) . OUTDOOR PHOTOMETRIC REPORT -.---'------ - -----.-.-.-.,-.------.-.-.-....---...---- ...------.-.--.-----.---.---....----....-----.-.".-...._._--_._---_._~._"._.._-- KAD 250M R3 (PROBE) AREA LUMINAIRE, 250W MH, R3 REFLECTOR, FULL CUTOFF MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA M250/U ONE 250-WATT CLEAR BT-28 METAL HALIDE, HORIZONTAL POSITION. LAMP OUTPUT: 1 LAMP(S), RATED LUMENS/LAMP: 19500 INPUT WATTAGE: 297 LUMINOUS OPENING: RECTANGLE (L: 1.20FT, W: 1.20FT) CATALOG #: LUMINAIRE: LAMP CAT #: LAMP: EFFICIENCY: TER CATAGORY: TER VALUE: MAX CD: CUTOFF CLASS: ROADWAY CLASS: 7.200: , 6.000\ 4.9001.... . 3,SOO' 2.400 , L200: , co: 0 , 1.200. 2,400: 3.600' \ 4.900' , 6.000: 7.200' . .O'H . . 90' H .. NIGHTTIME FRIENDLY 67% AREA ft SITE LIGHT - TYPE II 26 7,119.0 AT HORIZONTAL: 65', VERTICAL: 67's" FULL CUTOFF SHORT, TYPE II Product Page Specification Sheet Polar Candela Distribution tSO:! 170:2 160:2 150:1 ~~:J . -..,..".; ..- .... Isofootamdle Plot 6. ..5 4 3 .'2....1,...0 ...1..._.2 3.. ,~._..5 130J 5, .. .. , . .... _ .'~ ;~.. 'u.. 120' 110= : , :IDO:l 90' so' 7t:f:l , , : 50' 4 ,~~ /. . .' '\ I ., \ ,. \, I \ 0- r~ / \ ,'ot"!". -~.;.:~.-"'~.:- ';~.\\.~.~'o- ! : I \ ! i. l I "'- 1 t; \ ~. . ,J<. ,--'....fO.... F ~ . ---..;--- " . / : ''-'---..-,,~..-~~..PRE.StJ8MITTAL RECIO SEP 2 92009 3 2. 1 2. 3 .Sl):! _ '_ _ .1' ..,. VA:D:J 10' ~ 30' 4tP ;:; . 180' H . - Max Cd: 65' H 4. 5 .f;oJ- - '" ... .20 fc I!llfc Mount height: 10ft . 10 fc .0.5 fc TotalllP. 1 .5 fc m 0.1 fc .50% Max Candela Distance in units of mount height ..C Max Cd Value ~MENS PER ZONE J ~ONALLUMENSUMMARY ZONE LUMENS % TOTAL ZONE LUMENS % TOTAL ZONE LUMENS % LAMP % LUMINAIRE ----------- 0-10 201.1 1.5% 90-100 0 0% 0-30 1,974.2 10.1% 15.1% 10.20 621.3 4.8% 100-110 0 0% 0-40 4,010.6 20.6% 30.7% 20-30 1,151.8 8.8% 110-120 0 0% 0.60 9,216.0 47.3% 70.5% 30-40 2,036.4 15.6% 120-130 0 0% 60-90 3,854.5 19.8% 29.5% 40-50 2,644.9 20.2% 130-140 0 0% 0-90 13,070.5 67% 100% 10f3 4/23/2009 3 :09 PM AD 250M R3 (PROBE) - Outdoor Pholom. Report ., 50-60 2,560.5 19.6% 140-150 0 0% 60-70 2,375.2 18.2% 150-160 0 0% 70'80 1,422.4 10.9% 160.170 0 0% 80-90 56.9 0.4% 170-180 0 0% )rn1 VA'! Wot)\ rack>.?? 2 of3 http://www.Visua..COmlIOO!S/Pholometric Viewer/ defuult.aspx?id~... 90.180 0 0% 0% 0-180 13,070.5 67% 100% ------ EFFICIENCY TOTAL: 67% PRE.SUBMITTAl REC'D SEP 2 9 2009 4/23/2009 3 :09 PM