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HomeMy WebLinkAboutApplication APPLICANT 11/5/2021engage:ARCHITECTURE 132 E. BROADWAY, SUITE 415 E u g e n e, O R 9 7 4 0 1 5 4 1. 3 7 5. 0 3 4 3 drs@engagearchitecture.com November 1, 2021 SITE PLAN REVIEW PRE -SUBMITTAL WEBER APARTMENTS 1866 51b Street, Springfield, OR 97477 MAP 17-03-26-24, TL 2700 contents Site Plan Review Pre -Submittal Application 1-8 8 W x 11° Site Plan 9 Narrative and Code Compliance Analysis 10-22 Storm Drainage Report 23-52 Soils Report and Water Infiltration Evaluation 53-63 Site Photometdcs Study 64-77 Property Deed 78-79 Property Title Report 80-89 project team Owner: Dan Weber Architect: engage:ARCHITECTURE Civil Engineering: ASG Engineering Landscape Architect: Dougherty Landscape Architects Surveyor: Robert's Surveying Soils Engineer: Geomax Structural Engineer: Pioneer Engineering Contractor: Mail Construction City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD W 0#/ Type NEW (Applicant. dieck Site Plan Review Pre -Submittal: x❑ Major Site Plan Modification Pre-SubmittalApplication , ❑ Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑ Required Project Information (Applicant. complete this section) Applicant Name: Dan Weber Phone: 541.302.9076 Company: Email: Address: P.O. Box 23408, Eugene, OR 97401 dweber@webertacobells.com Applicant's REP.: David Schmitz Phone:541.868.4535 Company: en a e:ARCHITECTURE Email: Address: 132 e. Broadway, Suite 415, Eugene, OR 97401 drs@angagearchitecture.com Property Owner: Dan Weber I Phone: 541.302.9076 Company: Email: Address: P.O. Box 23408, Eugene, OR 97401 dweber@webertacobells.com ASSESSOR'S MAP NO: 17-03-26-24 TAX LOT NOS : 2700 Property Address: 1866 5th Street, Springfield, OR 97477 Size of Property: 0.67 Acres x❑ Square Feet ❑Dwelihno Proposed No. of Unmft per acre7 30 Proposed Name of Project: Weber Apartments DesCf lPtlOn Ofif you are filling in this form by hand, please attach your proposal description to this application. This project proposes 20 dwellings divided among 3 buildings: Building A 16 units), Building B 112 Pro osal: Existing Use: Simile Family Home with attached tiaratie New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 22,443 sf Si natures: Please sign and Drint Mour name and date in the acicirociriate Required Project Information (City Intake Staff., Associated Applications: box on the next pacLe. complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 Id 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. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that I/we are legally responsible for all statutory timelin=information,sts and requirements conveyed to my representative. r� — Date: 5 2- / Sig ure L 7 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 W a complete application. Date: Signature Print Revised 1/7/14 eI 2 of S 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 160 days submit a complete application to the City. 3. Applicant Submits a Complete Application, City Staff Review the Application and Issue a Decision • A complete application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet. • A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application. • Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property. • There is a 14 -day public comment period, starting on the date notice is mailed. • Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice. • Applications may be approved, approved with conditions, or denied. • At the applicant's request, the Planner can provide a copy of the draft land use decision prior to issuing the final land use decision. • The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed. • The decision issued is the final decision of the City but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. Revised 1/7/14 Ia 3 of R 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. x❑ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. Any applicable application, technology, and postage fees are collected at the pre -submittal and submittal stages. 0 Site Plan Review Application Form 0 Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. Density - if applicable, list the size of property (acres), maximum allowable density and the density proposed. 0 Copy of the Deed p.78-79 0 Copy of the Site Plan Reduced to 81/2"x 11", which will be mailed as part of the required neighboring property notification packet. ❑n/a State or Federal Permits Required - The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request. Q Completed Attached Scoping Sheet INCLUDED IN STORM DRAINAGE REPORT 0 Four (4) Copies of the Following Plan Sets for Pre -Submittal OR Four (4) Copies of the Following Plan Sets for Submittal: ® All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. © All plan sets must be folded to 61/2" by 11" and bound by rubber bands. Please Note: • These plans must provide enough information to enable the City to determine that the proposed development is feasible, but are not necessarily required to be detailed construction level documents. • The City's Engineering Design Standards Manual, while not land use criteria, may be used in whole or n part, by the City Engineer to determine the feasibility of a proposed plan. • Nothing herein should be interpreted as implying any requirement in contradiction of Oregon Statute or Oregon Administrative Regulation. Revised 1/7/14 KL 4 of 8 a. Site Assessment of Existing Conditions A001 x❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ❑x Vicinity Map x❑ The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. n/a ❑ The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development & Public Works Department n/a ❑ The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision x❑ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development & Public Works Department ® Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '/3 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings b. Site Plan A002 x❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ® Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings; measured setbacks shall be prepared by an Oregon licensed Surveyor when minimum setbacks are shown. ® Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs x❑ Location, dimensions, and number of typical, compact and ADA parking spaces; including aisles, wheel bumpers, directional signs, and striping. ADA routes from public rights-of-way whall be designated including at grade connections ® Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces x❑ Observance of solar access requirements as specified in the applicable zoning district ® On-site loading areas and vehicular and pedestrian circulation x❑ Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cuts proposed to be closed x❑ Location, type, and number of bicycle parking spaces x❑ Note location of existing and planned Lane Transit District facilities (within '/3 mile) Revised 1/7/14 Ia 5 of 8 x❑ Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses n/a ❑ Phased Development Plan - where applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a defined sequence addressing street connectivity between the various phases and accommodating the logical extension of other required public improvements, including but to limited to, sanitary sewer, stormwater management, water and electricity. The applicant must clearly indicate which phases are proposed for approval under the current Site Plan application and which are deferred to future review procedures. c. Existing Improvement and Public Utilities Plan A001, A002, C2.0 x❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor x❑ Location and width of all existing easements ® Location, widths (of paving and right-of-way), and names of all existing streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including jurisdictional status other than City. Indicate connection points for roof drainage. x❑ Location and type of existing street lighting ® Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities ® Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails x❑ Location and size of existing utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. Detail must be proportionate to the complexity of the proposed project. ® Show existing and proposed spot elevations or contours, and direction of drainage patterns. d. Proposed Grading, Paving, & Utilities Plan C2.0, C2.1, C2.2 x❑ Prepared by an Oregon licensed Civil Engineer, except where noted below x❑ The approximate size and location of storm water management systems components x❑ Location, widths (of paving and right-of-way), and names of proposed streets, alleys, dedications or other rights -of -ways within or adjacent to the proposed development x❑ Location and width of all proposed easements ® Location and type of proposed street lighting x❑ Information on existing slopes over 5% shall be prepared by an Oregon licensed surveyor and be drawn with one foot contour interval lines; land with a slope over 10 percent shall be shown with 5 foot contour interval lines Revised 1/7/14 Ia 6 of 9 e. Landscape Plan L101 x❑ Prepared by an Architect, Landscape Architect, or other Landscape Professional approved by the Director x❑ Location and dimensions of landscaping and open space areas to include calculation of landscape coverage x❑ Where applicable, screening in accordance with SDC 4.4-110 ❑x Location of existing and proposed street trees f. Architectural Plans A003, A004, A005, A006 x❑ Where abutting residentially zoned properties, exterior elevations of all proposed structures over 140 square feet for the development site, including height, shall be shown g. On -Site Lighting Plan C2.1,C2.3 x❑ Location, orientation, and maximum height of exterior light fixtures, both free standing and attached © Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area Additional Materials That May be Deferred at the discretion of the applicant until Final Site Plan or Building Permit Submittal: L101 x❑ List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size and spacing L101 © Where plants are proposed as part of the stormwater management system, a planting plan shall be provided. ❑ Irrigation Plan showing of irrigation lines, required backflow preventers and above ground utilities. p.64 -77x❑ Photometric test report for each light source. A003, 0 An applicant may submit conceptual floor plans in order to have staff address A004, Resolution of potential nuisance conflicts A005 Additional Materials That May be Required by the Director: IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE -DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: P. 80-89 Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. n/a ❑ A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. Revised 1/7/14 Ia 7 of 9 p.10-22 ® Where a multi -family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 n/a ❑ Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW p.53-63 x❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table, or if required by the City Engineer x❑ Where the development area is within an overlay district, address the additional standards of the overlay district on plans and narratives n/a ❑ Where physical aspects of a proposed development, including but not limited to scale, odor noise, glare or vibration, will impact less intensive surrounding uses, the Director may request submittal of conceptual floor plans or other information necessary to determine compliance with applicable standards. ❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified at permitting in SDC 5.19-100 n/a ❑ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property n1a ❑ The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request ❑ Where any grading, filling or excavating is proposed with the development, a Land at permitting and Drainage Alteration permit must be submitted prior to development n/a ❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 n1a ❑ An Annexation shall be submitted prior to submission of application, as specified In SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer Revised 1/7/14 Ia 8 of 8 PRWMT Dara ®/1 SITE PLAN _ no Weber Apartments: Narrative and Code Compliance Analysis engage:ARCHITECTURE 132 E. BROADWAY, SUITE 415 E u g e n e, O R 9 7 4 0 1 5 4 1. 3 7 5. 0 3 4 3 drs@engagearchitecture.com November 1, 2021 SITE PLAN REVIEW PRE -SUBMITTAL WEBER APARTMENTS 1866 5'h Street, Springfield, OR 97477 MAP 17-03-26-24, TL 2700 narrative The site is a relatively flat 0.67 acres with an existing single family home with an attached garage, addressed 1866 5'^ Street. The parcel is zoned High Density Residential (HDR) and designated High Density Residential (HDR) in the O Street Refinement Plan. This zoning requires a minimum of 28 unitsfacre and allows a maximum of 42 unitsfacre. At 0.67 acres, this property could have 19-28 total units. This project proposes 20 dwellings divided among 3 buildings: Building A (6 units), Building B (12 units), and a Duplex (2 units) consisting of the existing house and a new unit above the new garage. Lots to the south and east are zoned Community Commercial, and lots to the west and north are zoned HDR. Fred Meyer is located directly across 6^ Street to the east. The property is in the 5 -year TOTZ for the O Street Wellhead, but has no other natural features to consider. A Development Issues Meeting was held on August 5, 2021 under 811 -21 -000174 -PRE. code compliance analysis 3.2-205 Establishment of Residential Zonina Districts The following residential zoning districts are established where the minimum level of urban services is provided: D. High Density Residential District (HDR). The HDR District applies within the HDR designation and: 1. Establishes sites for residential development where primarily multifamily dwellings are permitted and the density range is 28 to 42 dwelling units per net acre. Density fractions will be rounded up to the next whole number. As specified in Section 3.2-215, Footnote 15, HDR lot area and dimension standards may be reduced through the subdivision application process in order to meet density standards. The gross site area Is 29,206 square feet (.67 acres), allowing 18.28 units. This project develops 20 dwelling units. 3.2-210 Schedule of Use Cateaodes The following uses are permitted in the districts as indicated, subject to the provisions, additional restrictions and exceptions specified in this Code. Multiple family dwelling including triplexes, 4-plexes, quads, quints, and apartment complexes over 4 units in the HDR Zoning District are a permitted use with a required Site Plan review. This prejectproposes to retain the existing single family dwelling and add 19 apartments to the site. November 1, 2021 engage:ARCHITECTURE 10 Weber Apartments: Narrative and Code Compliance Analysis 3.2-215 Base Zone Development Standards The following base zone development standards are established. (6) Accessory structure exceptions to setback standards: (a) Stand-alone garages and carports shall meet the street side yard, interior side yard and rear yard setback standards of the primary structure. (b) Group C accessory structures are permitted within setbacks as specified in Section 4.7- 105E. (11) See Section 3.2-225 for residential building height limitations for solar protection. In the SLR District, solar protection for abutting LDR properties isrequired only for those lots/parcels north of the proposed development. (12) Incidental equipment may exceed the height standards. (13) Height limitations within the Hillside Development Overlay District may be removed provided the additional height does not exceed 45 feet and thebase residential solar standards are met. (14) In the MDR and HDR Districts, the building height may be increased to 50 feet as specified in Subsection 3.2-240D.3.c. (18) Special building height standards may be established in Nodal Development Overlay or other special district standards (e.g., Glenwood Plan District), as determined through Refinement Plan and/or Master Plan processes and/or the permitted building height may be regulated by number of storiesor floors. Sea architectural plans Included with this submhtal for adherence to setback and height standards. 3.2-240 Multi -unit Desitin Standards D. High Density Residential District (HDR). 1. Building Orientation. Multi -unit developments, when abutting a private,local, collector, or arterial street that has existing or planned on -street parking, shall have the Building Oriented to the street along a minimum of 50 percent of the site's frontage (Sea Figure 3.2-M). 5th Street does not currently have on-streetparking. This standard is not applicable. The existing house and new units planned along 5th Street will be oriented towards the street. 2. Building Form. New multi -unit construction shall comply with the following building form standards (See Figure 3.2-N). a. Structures that have 1 or 2 stories shall not have continuous horizontal distance exceeding 160 feet (measured from end wall to end wall). November 1, 2021 engage:ARCHITECTURE es enhaoning istrrot Development Standard Low Density Residential Small Lot Residential Medium Density High Density LDR) (SLR) Residential (MDR) Residential HDR Interior Yard Setbacks 5feet 5feet 5 feet 5fast ithout era Lot Line Interior Yard Setbacks With 10 feet 10 feet 10 feet 10 feet Zero Lot Line Front Yard Setback: Garages 18 feet measured along the driveway from: ndCarports (6) L. The property line fronting the street or the back of the sidewalk, whichever is closest to the face ofthe garage or carport; or 2. The property line fronting the street or the back of the sidewalk, whichever is closest to the far wall of the garage or carportwhere the face of the structure is perpendicular to the street. 3. Where a garage or carport faces a panhandle driveway, the 18 feet is measured from the inner travel edge (pavement or revel) within the panhandle to the face ofthe structure. Building Height 30 feet 35 feet 5 feet 35 feet rx. X12)(13) 18 (6) Accessory structure exceptions to setback standards: (a) Stand-alone garages and carports shall meet the street side yard, interior side yard and rear yard setback standards of the primary structure. (b) Group C accessory structures are permitted within setbacks as specified in Section 4.7- 105E. (11) See Section 3.2-225 for residential building height limitations for solar protection. In the SLR District, solar protection for abutting LDR properties isrequired only for those lots/parcels north of the proposed development. (12) Incidental equipment may exceed the height standards. (13) Height limitations within the Hillside Development Overlay District may be removed provided the additional height does not exceed 45 feet and thebase residential solar standards are met. (14) In the MDR and HDR Districts, the building height may be increased to 50 feet as specified in Subsection 3.2-240D.3.c. (18) Special building height standards may be established in Nodal Development Overlay or other special district standards (e.g., Glenwood Plan District), as determined through Refinement Plan and/or Master Plan processes and/or the permitted building height may be regulated by number of storiesor floors. Sea architectural plans Included with this submhtal for adherence to setback and height standards. 3.2-240 Multi -unit Desitin Standards D. High Density Residential District (HDR). 1. Building Orientation. Multi -unit developments, when abutting a private,local, collector, or arterial street that has existing or planned on -street parking, shall have the Building Oriented to the street along a minimum of 50 percent of the site's frontage (Sea Figure 3.2-M). 5th Street does not currently have on-streetparking. This standard is not applicable. The existing house and new units planned along 5th Street will be oriented towards the street. 2. Building Form. New multi -unit construction shall comply with the following building form standards (See Figure 3.2-N). a. Structures that have 1 or 2 stories shall not have continuous horizontal distance exceeding 160 feet (measured from end wall to end wall). November 1, 2021 engage:ARCHITECTURE Weber Apartments: Narrative and Code Compliance Analysis b. Roofs shall have gable, hip, or gambrel forms (minimum pitch 3 to 12)with at least a 6 -inch overhang; c. A minimum of 15 percent of the front fagade (area measurement) shall contain windows or doors. All windows and doors shall provide flinch trim or be recessed (i.e., into the front fagade) to provide shadowing. d. Garages attached to living units and accessed from the street (front setback) shall be recessed at least 4 feet behind the front fagade of a dwelling structure; and e. Exterior building elevations shall incorporate design features including offsets, balconies, projections, window reveals, or similar elements to preclude large expansions of uninterrupted building surfaces. Along the vertical face of a structure, the features shall occur at a minimum of every 30 feet, and on each floor shall contain a minimum of 2 of the following features: f. Recesses (e.g., deck, patio, courtyard, entrance, window reveals) that have a minimum depth of 3 feet; g. Extensions (e.g., floor area, deck, patio, entrance) that have a minimum depth of 2 feet and minimum length W 4 feet; and/or h. Offsets or breaks in roof elevation W 2 feet or greater in height. Refer to architectural plans for adherence to these standards. 4. Storage. Multi -unit development shall provide space for trash receptacles, storage and equipment as specified in the following standards (See Figure 3.2-M): a. Adequate, accessible and secure storage space shall be provided for each dwelling. A minimum of 112 cubic feet of enclosed storage is required separate from the living unit. Garages and storage units adjoining a dwelling (e.g., attached to decks and patios) shall qualify as storage space; As shown on the site plan, each dwelling unit has a storage area. b. Trash receptacles shall be screened from view by placement of a solid wood fence, masonry wall, or similar sight -obscuring, gated enclosure, from 5 to 6 feet in height. Obscuring landscaping shall be planted a minimum 24 inches in height at planting around all exposed sides of the wall or fence, unless breaks are provided for gates. See also, Section 4.4-110; The trash and recycling receptacles will be screened by a 5.6 2 sold wall except where broken for access. See plans for details. c. No trash receptacles shall be located in any front yard setback, or within 25 feet of property lines abutting LDR zoned or designated properties; and The trash enclosure is not within a pont yard setback, and no abutting properties are LDR zoned or designated. d. Ground -mounted equipment, including exterior transformers, utility pads, cable television and telephone boxes and similar utility services, shall be placed underground, where practicable. When placed above ground, equipment shall be placed to minimize visual impact; or screened with a wall or landscaping. When walls are used they shall be tall enough to completely screen the equipment at the time of the equipment installation. Landscaping shall be planted tall enough to attain 50 percent coverage after 2 years and 100 percent coverage within 4 years. This proposal does notcall for any new ground -mounted equipment 5. Open Space. Multi -unit developments shall provide both Common Open Space and Private Open Space as specified in the following standards (See Figure 3.2-0): November 1, 2021 engage:ARCHITECTURE 12 Weber Apartments: Narrative and Code Compliance Analysis a. General. Inclusive of required yards, a minimum of 15 percent of the gross site area shall be designated and permanently reserved open space. The total required open space is the sum of setbacks, common open space, and private open space. Inventoried natural features (including regulated wetlands) and/or historic features on-site may be counted toward up to 50 percent of common open space requirements. See Chapter 6 for definitions of open space; open space, common; and open space, private. b. Common Open Space shall be provided in all newly constructed multi -unit development as specified in the following standards: i. A minimum of 0.25 square feet of common open space shall be required for each square foot of gross residential floor area; ii. Common open space areas provided to comply with this standard shall be at least 500 square feet with no horizontal dimension less than 15 feet; H. A maximum of 15 percent of the required common open space can be on slopes greater than 25 percent; and iv. Multi -unit developments shall designate within common open space a minimum of 250 square feet of active recreation area (including, but not limited to: children's play areas, play fields, swimming pools, sports courts) for every 20 units or increment thereof. For example, a 60 unit development shall provide a minimum area of 750 square feet for active recreation. No horizontal dimension shall be less than 15 feet. v. Placement of children's play areas shall not be allowed in any required yard setback or transition area; vi. Landscaping and/or natural vegetation shall occupy a minimum of 50 percent of required common open space. On-site natural resources and historic features which are accessible to residents (including, but not limited to: by trails, boardwalks) may be used to partially or fully satisfy this requirements; and vii. Indoor or covered recreational space (including, but not limited to: swimming pools, sports courts, weight rooms) shall not exceed 30 percent of the required common open space area. viii. Exemptions to the common open space standard may be granted for multi -unit developments of up to 60 units (or for the first 60 units of a larger project)when the developments arewithin 1/4 mile (measured walking distance) to a public park; and there is a direct, improved, permanent, public, Americans with Disabilities Act (ADA) -accessible, lighted, maintained pedestrian trail or sidewalk between the site and the park. An exemption shall be granted only when the nearby park provides active recreation area, as defined by Subsection iv., above. ix. Phasing shall not be used to circumvent common open space standards. x. Common Open Space does not include required yards or transition areas unless authorized under Sections 3.2-245 or 3.2- 250. c. Private Open Space shall be provided in all newly constructed multi -unit developments, to comply with the following standards: i. All private open space shall be directly accessible from the dwelling unit through a doorway; ii. Dwelling units located at or belowfinished grade, or within 5 feet of finished grade, shall provide a minimum of 96 square feet of private open space, with no dimension less than 6 feet; and H. Private Open Space provided may be deducted from the required amount of Common Open Space. November 1, 2021 engage:ARCHITECTURE 13 Weber Apartments: Narrative and Code Compliance Analysis For example, a project with 37,500 square feet of gross floor area requires 9,375 square feet of Common Open Space under Subsection b.i., above. If 2,400 square feet of Private Open Space is provided, the minimum Common Open Space requirement may be reduced to 6,975 square feet (9,375 — 2,300). The gross site area is 29,206 square feet therefore a minimum of 4,381 square feet (=29,206x 0.15) of open space nest be provided. The proposal contains 11,050 square feet ofgross residential floor area and 1810 sf ofpnvate open space; therefore at least 953 square feet (=11,050 x 0.25– 1810) of renxnon open space is required. 1000 sf of co nmm, open space is provided, including a 250 sf active recreation area. Please refer to project data on the site plan for more specific tabulations of open space provided. 6. Landscaping, Fences and Walls. Multi -unit developments shall provide landscaping as specified in Section 4.4-105 and the following standards (See Figure 3.20): a. A minimum of 15 percent of the site shall be landscaped with a mix of vegetative ground cover, shrubbery and trees. Trees, a minimum 2 inches (dbh) in caliper, and shrubbery, a minimum of 24 inches in height, shall be planted. Bark mulch, rocks and similar non- plant material may be used to compliment the cover requirement, but shall not be considered a sole substitute for the vegetative ground cover requirement; b. Street trees, a minimum 2 inches (dbh) caliper, shall be placed within the planter strips between the curb and the sidewalk. Street trees shall be planted 1 per every 30 linear feet (minimum) of street frontage, as specified in Section 4.2-140; c. Fences in front yards and along any frontage used to comply with the building orientation standard shall be limited to 3 feet in height. Fences in other yards shall comply with the fence standards specified in Section 4.4-115, and the vision clearance standards specified in Section 4.2-130; d. The use of native and/or draught -tolerant landscaping is encouraged. All landscaping shall be irrigated with a permanent irrigation system unless a licensed landscape architect submits written verification that the proposed plant materials do not require irrigation. The property owner shall maintain all landscaping. Street trees will be planted along S^ Street No fences are specified In this project except the garbage enclosure. Please refer to the landscaping plan for tree plat ent and tabulation of site landscaping. 7. Pedestrian Circulation. Multi -unit developments with more than 20 units shall provide pedestrian circulation as specified in the following standards (See Figure 3.2-11): This project develops only 20 units, so this standard does not apply. 8. Parking. Multi -unit developments shall provide parking design as specified in the following standards: a. Parking lots shall be placed to the side or rear of buildings as specified in the Building Orientation Standards. Parking shall not be placed along that portion of the street where building frontages are used to comply with the building orientation standard; The parking lot has been placed In the center of the development behind the street -facing buildings. Lot design is in conformance with this section, 4.6115 and 16.120. For mrgDutation ofparking spare require ts, 4.6125, refer to project data on the site plan. b. Lighting shall be provided for safety purposes, and focused/shielded to avoid glare on adjacent properties or dwellings as specified in Section 4.5-100; Lighting shall be provided In accordance with Section 4.5100. Please refer to the paving, lighting and striping plan for detailed Information. c. There shall be 1 planter island for every 8 parking spaces. Planter islands shall be a minimum of 6 feet November 1, 2021 engage:ARCHITECTURE 14 Weber Apartments: Narrative and Code Compliance Analysis wide, exclusive of the curb, the full length of a parking space containing 1 shade tree (a minimum 2 inches (dbh) in caliper at planting) and vegetative ground cover. Trees shall be specimens capable of attaining 35 feet or more in height at maturity and shall not produce excessive fruit, nuts, or sap (i.e., die to pest damage). Bark mulch is not an acceptable substitute for vegetative ground cover in the planter island. Water quality features may be incorporated into planter islands. Landscape areas shall be evenly distributed throughout the perimeter of interior parking areas, where practicable. See Section 4.4-105F. for recommended shade trees; Four planter islands have been provided for the total of 20 parking stalls on site. Islands have been placed at the edges of the parking lot to minindze pedestrian vehicle conflicts (3.2-245 Multi -unit Design Standards — Alternative Design Discretionary Criteria H.S.) and shaped M delineate the entrance/exit of the lot (3.2-245.1.4). Please refer to the site plan and landscaping plan for details on adherence to these standards. d. A minimum 6 -foot wide planter area shall separate and visually screen parking from living area windows. The planter area shall include a mix of ground cover, shrubbery, and trees with appropriate growth habit (i.e., for narrow planters and any height limitations including balconies, overhangs, and eaves). Shrubbery in this planter area shall be at least 24 inches in height at the time of planting, and trees a minimum of 2 inches (dbh) in caliper at the time of planting. See Section 4.4-110; Please see site plan and landscaping plan for adherence to this standard. e. Parking lots shall be connected to all building entrances by means of internal sidewalks; Please see site plan for adherence to this standard. I. All parking stalls fronting a sidewalk, or landscaped area shall be provided with a secure wheel bumper not less than 6 inches in height and set back from the front a minimum of 2 feet to allow forvehicle encroachment. Wheel bumpers, if used, shall be a minimum of 6 feet in length. As an option, the sidewalk or planter may be widened 2 feet beyond the minimum dimension required to allowfor vehicle encroachment. The sidewalks and planters shall be protected by a curb not less than 6 inches in height. See also, Section 4.6-121x; 19 parking stalls in this project front a sidewalk and have been provided with 6' wheel bumpers. The sidewalk along the parking edge has been widened Via allow for vehicle encroachment of 1. Please refer to site plan for details. g. On corner lotslparcels, parking areas shall not be located within 30 feet of an intersection, as measured from the center of the curb return to the edge of the parking area (curb or wheel stop); The site Is not on a comer lot so this standard does not apply. h. All parking, maneuvering and loading areas abutting a property line or right-of-way shall provide perimeter lot/parcel landscaping. A minimum 5 -foot wide planting strip shall be planted with shade trees, a minimum 2 inches (dbh) in caliper, and a low level (e.g., 30 to 40 inches) evergreen hedge. See also Section 4.4-105; Please see site plan and landscaping plan for adherence to this standard. I . Decorativewalls may be used in place of the hedge in Subsection h., above, and shall be placed no closer than 4 feet from the property line. The decorative wall shall be a minimum of 30 inches in height and no more than 40 inches in height, and shall complywith the vision clearance standards specified in Section 4.2-130. Decoretive walls shall be constructed of textured concrete masonry (CMU) or similar quality material, and include a cap. The wall may be partially see-through (up to 40 percent) as appropriate for security purposes. The area between the wall and property line shall be landscaped with shade trees; November 1, 2021 engage:ARCHITECTURE 15 Weber Apartments: Narrative and Code Compliance Analysis Decorative walls are not planned for this project j. Parking area landscaping shall be designed to reduce storm water runoff (e.g., through infiltration sxales and other measures), as practicable; and Please see storm wathrplan for adherence to this standard. k. Bicycle parking shall be provided as specified in Section 4.6-140-155 and may be incorporated into the landscaping design. Long. and short term bicycle parking has been provided in wmrdance with Section 4.6-140-155. Please see site plan for calculations, design and location of bicycle parking. 9. Vehicular Circulation. Multi -unit developments shall provide vehicular circulation as specified in the following standards (See Figure 3.2-11): a. The on-site driveway (or private street) system shall connect with public streets abutting the site; b. Shared driveways shall be provided whenever practicable to minimize cross turning movements on adjacent streets. On-site driveways and private streets shall be stubbed to abutting MDR/HDR properties, at locations determined during Site Plan Review process to facilitate development of shared driveways; and c. Parking areas shall be accessed from alleys when properties abut an alley, or an alley can reasonably be extended to serve the development. A shared driveway is proposed at the access easement at the north edge of the property to provide vehicular circulation from 5"' Street to parking for all units and access to adjacent properties. The existing driveway in that location shall be replaced with con nnercial driveway approaches and paved. The 12' driveway and approach to the south will be demolished. The driveway shall be constructed in accordance with 2019 Oregon Fire Code, 4.2-120 Site Access and Driveways, Figure 3.2-R, Tables 4.2-2 through 4.2-5, the City's Engineering Design Standards and Procedures Manual, and the Development & Public Works Standard Construction Specifications. 3.2-225 Drinkino Water Protection Overlay District Review A. ADM Overlay District Development Application is required when the criteria of both Subsections A.1. and 2., below are met: 1. A site is affected by one of the following: a. There is a change of land use, occupancy or tenancy of a property, including, but not limited to: a change from vacant to occupied; or b. During the Building Permit process; or c. In conjunction with any development application, including, but not limited to: Site Plan review and Minimum Development Standards. 2. The action in Subsection a.1., above will: a. Affect the storage, use, and/or production of hazardous or other materials that pose a risk to groundwater; or b. Increase the quantity of hazardous or other materials that pose a risk to groundwater that are stored, used and/or produced. The property is in the 5 -year TOTZ Por the Q Street Wellhead. The criteda of subsection 2 is not met, so no DWP Overlay District DeveloprnentApplicaton is required. November 1, 2021 engage:ARCHITECTURE 16 Weber Apartments: Narrative and Code Compliance Analysis 4.2-120 Site Access and Driveways C. Driveways shall be designed to allow safe and efficient vehicular ingress and egress as specified in Tables 4.2-2 through 4.2-5 and the City's Engineering Design Standards and Procedures Manual and the Development & Public Works Standard Construction Specifications. Table 4.2-2 Driveway Design Specifications 1 -Way Driveway Width 2 -Way Driveway Width Transition Width Driveway Throat Depth Land Use Min./Max. Min./Max. Min./Max. Minimum (3) Single -Family and Duplexes (3) (4) 12'/16' 12'/24'(1) 3'/3' N.A. Multifamily Residential Multifamily Residential 24'136(1) 51/8' 18'(2) Commercial/Public Land (4) (5) 12'/18' 24'136(1) 87N.A. 18'(2) Industrial (6) 12'/18' 24'136(1) 87N.A. 18'(2) (1) Drivewaywidths and throat depths may be varied if no other reasonable alternative exists to accommodate on-site development needs and traffic safety is not impaired. (2) Measured from the face of curb to the first stall. (3) A driveway serving a single-family or duplex dwelling must be paved from the edge of existing street pavement to the property line and for a distance of at least 18 feet from the property line into the property when abutting a paved street; these driveways maybe gravel surfaced for the remainder of their length. A residential driveway abutting an unimproved gravel street may have a gravel surface until the abutting street is paved. Permeable pavement is allowed on a residential driveway consistentwith standards in the City's Engineering Design Standards and Procedures Manual. (4) Off-street vehicle parking is restricted to approved driveways and parking lots, and is not otherwise allowed between the street and primary building, consistent with Springfield Municipal Code Section 5.1102(11). (5) Driveways for commercial uses must be paved for their entire length. (6) Driveways for industrial uses must be paved at least up to any employee or customer parking areas. Table 4.2-3 Curb Return Driveway Design Specifications Driveway Width (I) Radius of Curb (2) Driveway Throat Depth Land Use Min. Max. Min. Max. Minimum (3) Single -Family and Duplexes N.A. N.A. N.A. N.A N.A. Multifamily Residential 24 feet 30 feet 10 feet 20 feet 60 feet Commercial/Public Land 24 feet 35 feet 15 feet 35 feet 60 feet Industrial 24 feet 35 feet 15 feet 35 feet 60 feet (1) Wider driveways maybe permitted to accommodate traffic demands and/or to improve traffic safety. November 1, 2021 engage:ARCHITECTURE 17 Weber Apartments: Narrative and Code Compliance Analysis (2) Greater curb radii may be permitted where high volumes of large trucks are anticipated. (3) Measured from the face of the curb to the first stall or aisle. Table 4.2-4 Minimum Separations Between a Driveway and the Nearest Intersection Curb Return on the Same Side of the Street (1) Land Use Street Type Arterial Collector Local Single -Family Residential and Duplexes 200 feet 50 feet 30 feet Multifamily Residential 200 feet 100 feet 75 feet Commercial/Public Land 200 feet 100 feet 75 feet Industrial 200 feet 200 feet 150 feet (1) Each category of street is considered separately. Distances may be reduced in the following circumstances: (a) Access is from a one-way street. (b) The driveway is marked for "right -in -right -out only." (c) The driveway is marked "exit only" and is designed to prevent left turns. (d) In cases where an existing lot/parcel and/or use make compliance with these specifications unreasonable, a new driveway or an existing driveway required to be relocated by this Code shall be placed at the furthest point from the intersection curb return, considering both safety and internal circulation requirements of the development. Per Table 4.2.3, the driveway should be 24-30' wide. Footnote (1) states that driveway widths and throat depths may be varied ff no other reasonable altemadve exists to accommodate on-site development needs and traffic safety is not impaired. A 22 -foot driveway is proposed for this project, which would allow (2) 11' travel lanes, would create a small buffer at the north property line for utilities, and provide mom for safe pedestrian circulation along the driveway and entrance to the parking area. 4.3-105 Sanitary Sewers A. Sanitary sewers shall be installed to serve each new development within the city limits and to connect developments to existing mains. Installation of sanitary sewers shall provide sufficient access for maintenance activities and shall comply with the provisions of this Code, with the Public Works Standard Construction Specifications, the City's Engineering Design Standards and Procedures Manual, the Springfield Municipal Code, 1997 and Department of Environmental Quality (DEQ) regulations. B. The City Engineer shall approve all sanitary sewer plans and proposed systems prior to development approval. C. Proposed sewer systems shall include design consideration of additional development within the area as projected by the Metro Plan. D. Proposed developments shall provide dedication and improvements indicated in an adopted Capital Improvements Program or Public Facilities Plan. The developer shall pay a proportional share of the cost according to adopted City Council policy. The 8" sewer line at the north end of the property will be extended to the west to the edge of the planned pavement and used for sewer service to the proposed apartments. See utility plan for more information. 4.3-110 Stormwater Manaaement A. Stormwater Management Regulations. By implementing the policies set forth in the currently approved Stormwater Management Plan, provide for the effective management of stormwater and drainage from the City into the groundwater and watercourses within the City and its urbanizing area; minimize demand on the City's stormwater management system, and alleviate future costs of treating the discharge; promote water quality; preserve groundwater and the vegetation and rivers it supports; reduce peak storm flows; minimize public and private losses November 1, 2021 engage:ARCHITECTURE 18 Weber Apartments: Narrative and Code Compliance Analysis due to flood conditions; and minimize stormwater discharge impacts on water quality and quantityand stream flow patterns, including peak and base flows in intermittent and perennial streams, within the McKenzie River and Willamette Riverwatersheds. B. The Approval Authority shall grant development approval only where adequate public and/or private stormwater management systems provisions have been made as determined by the Public Warks Director, consistent with the policies set forth in the Stormwater Management Plan and the Engineering Design Standardsand Procedures Manual. The stormwater management system shall be separated from any sanitarysewer system. Surface water drainage patterns shall be addressed on every Preliminary Site Plan, or Tentative Partitionor Subdivision Plan. C. A stormwater management system shall accommodate potential run-off from its entire upstream drainagearea, whether inside or outside of the development. The Public Works Director shall determine the necessary size of the facility, based on adopted Public Facility Plans and Stormwater Facility Master Plans. The developer shall pay a proportional share of the cost according to adopted City Council policy. D. Run-off from a development shall be directed to an approved stormwater management system with sufficient capacity to accept the discharge. Where the Public Works Director determines that the additional run- off resulting from the development will overload an existing stormwater management system, the Approval Authority shall withhold Development Approval until provisions, consistent with the Engineering Design Standardsand Procedures Manual, have been made to correct or mitigate this condition. E. Any development with a stormwater threshold management requirement of 1,000 square feet of impervious surface area shall be required to employ stormwater management practices consistent with the Springfield Engineering Design Standards and Procedures Manual, which minimize the amount and rate of surface water run-off into receiving streams. The following stormwater management practices may be required inorder to relieve demand on the City's piped drainage system, alleviate future costs of treating the piped discharge, promote water quality, preserve groundwater and the vegetation and rivers it supports, and reduce peak storm flows: 1. Temporary ponding of water; 2. Permanent storage basins; 3. Minimizing impervious surfaces; 4. Emphasizing natural water percolation and natural drainageways; 5. Preventing water flowing from the street in an uncontrolled fashion; 6. Stabilizing natural drainageways as necessary below drainage and culvert discharge points for a distance sufficient to convey the discharge without channel erosion, as permitted/allowed by City, State and Federal regulations; 7. On-site filtration or skimming of run-off, that will enter natural drainageways to maintain waterquality; 8. On-site constructed wetlands; and 9. The riparian area boundary, as specified in Subsection 4.3-115A., may be utilized to meet City on-site stormwater management requirements for flood control and water quality treatment provided thedesign is complementary to and supportive of the primary objective of a properly functioning riparian habitat condition. Where the riparian boundary is not of sufficient size to meet these on-site requirements, the additional area needed shall be located contiguous to the riparian boundary to form a consolidated stormwater feature for operational and maintenance efficiencies and that is designed to be compatible with and complementary to the riparian area boundary. Parking lot and new dwelling rooftop storm water shall be cleaned and managed on site. See the civil engineering plans provided with this application. 4.4-110 Screening A. Unless otherwise specified in this Code, screening shall be required. November 1, 2021 engage:ARCHITECTURE 19 Weber Apartments: Narrative and Code Compliance Analysis 1. Where commercial and industrial districts abut residential districts and no approved screening exists; 2. For outdoor mechanical devices and minor and major public facilities; 3. For outdoor storage yards and areas in non-residential districts abutting residential districts along their common property line; 4. For trash receptacles; 5. For automobile wrecking and salvage yards; and 6. For multifamily developments. B. Screening shall be vegetative, earthen and/or structural and be designed to minimize visual and audibleincompatible uses from adjacent properties. Unless specified elsewhere in this Subsection, screening shall be continuous to at least 6 feet above ground level. The following standards shall apply: 1. Vegetative Screening. Evergreen shrubs shall be planted to form a continuous hedge. When immediate screening is necessary, a sight -obscuring fence shall be installed in place of, or in conjunctiomith the shrubs. The 6 -foot height standard specified in Subsection B., above shall occur within 4 years of planting. EXCEPTION: For multifamily development, the vegetative screening standard specified in Section 3.2-240D.8.d. apply. 2. Earthen Screening. Earthen berms may be used to screen either visual or noise impacts. A berm shall be combined with evergreen plantings or a fence to form an attractive sight and noise buffer. The maximum height of a berm shall be 6 feet along local streets and 8 feet along collector and arterial streets or railroad rights-of-way, unless an acoustical engineer determines a lower or higher height can be utilized. Height shall be measured from the base of the berm to the top of the berm and does not include additional fences or landscaping. The exterior face of the berm shall be constructed as an earthen slope. The interior face of the berm may be constructed as an earthen slope or retained by means of a wall, terrace or other means acceptable to the Building Official. The maximum slope shall be 1:3. The crest area shall be a minimum of 4 feet wide. The slopes shall be protected by trees, shrubs andgroundcover to prevent erosion. Berms shall be irrigated as specified in Section 4.4-100. No part of a berm shall encroach into an easement. The toe of a berm over 3 feet in height shall be set back at least 5 feet from any property line, unless when abutting public right-of-way. Berms shall not interfere withthe drainage patterns of the property. 3. Structural Screening. A fence or masonry wall shall be constructed to provide a uniform sight -obscuring screen. EXCEPTIONS: a. No screen shall exceed 4 feet in residential district front yard setbacks, and all screeningshall comply with vision clearance requirements of Section 4.2-130. b. Wherever a required screen in the form of a fence is adjacent to a residential or commercial district or an arterial or collector street, it shall be non-metallic and of a subtle colorto blend with surrounding vegetation. A slatted chain-link fence may be approved by the Director. c. Any refuse container or disposal area which would otherwise be visible from a public street, customer or resident parking area, any public facility, adjacent property, or any residentialarea, shall be screened from view as specified in Subsections 1. and 3., above. All refuse materials shall be contained within the screened area. See also Section 3.2-240D.3.b. for multifamily design standards. This standard does not apply to single and 2 -family dwellings. d. When abutting a street, outdoor storage areas and yards shall be provided with a 5-footplanting strip as specified in Section 4.4-100. Screening on the south lot line where HDR abuts Community Connnercial and also between living area windows and parking shall be screened with vegetation. See landscaping plan for more information. 4.7-105 Accessory Structures November 1, 2021 engage:ARCHITECTURE 20 Weber Apartments: Narrative and Code Compliance Analysis A. Accessory Structure Groups. Accessory structures are divided into 3 groups based on their characteristics. Accessory structures may be attached or separate from primary structures. 1. Group A. This group includes buildings and covered structures for example, garages, bedrooms or living rooms, including bathrooms that are not an accessory dwelling unit as defined in Section 5.5-100, art studios, gazebos, carports, greenhouses, storage buildings, boathouses, covered decks and recreational structures. Agriculturel structures as defined in this Code are deemed Group A accessory structures if located on lots/parcels less than 2 acres in size. 2. Group B (Architectural Extensions). This group includes uncovered, generally horizontal structures for example, decks, stairways, in ground or above ground swimming pools, tennis courts, and hot tubs. 3. Group C&cidental Equipment). This group includes generally vertical structures for example, flag -poles, trellises and other garden structures, play structures, radio antennas, satellite receiving dishesand lampposts. This group also includes rooftop solar collectors. Fences are addressed in Section 4.4 115. B. General Standards. 1. Accessory structures may be located anywhere on a site if they are not in a required building setback. EXCEPTION: Accessory structures may be permitted in a required building setback as specified inSubsections C., D. and E., below. 2. Accessory structures shall be constructed in conjunction with or after construction of the primary structure; they shall not be built in advance of the primary structure. C. Group A Standards. 1. Lot/Parcel Coverage. The combined square footage of all Group A accessory structures and the primary structure may not exceed the lot/parcel coverage standards specified in Section 3.2-215. 2. Relationship to Primary Structure. A Group A structure may not have more square footage thanthe primary structure. 3. Height. Group A accessory structures may be as high as the primary structure, provided that the solar access provisions of this Code are met. 4. Location. Group A accessory structures shall meet the setbacks specified in Section 3.2-215. 5. Agriculturel structures as defined in this Code shall be exempt from Subsections B.2. and C. 1. through 3., above if located on lotsiparcels 2 acres or larger or on land with a valid farm deferral tax classification from the Oregon State Department of Revenue. D. Group B Standards. 1. Accessory structures, not including attached rails, benches and planter boxes, which are lessthan 2 -Meet in height (average finished grade) are allowed in required building setbacks. 2. Accessory structures, not including attached rails, benches and planter boxes, which are between2- %feet and 6 feet in height (average finished grade) are not allowed in required front yard building setbacks. They are allowed in required side and rear building setbacks, but not within 3 feet of a property line. 3. Accessory structures, which are over 6 feet in height, (average finished grade) are not allowed in any required building setbacks. 4. Swimming pools, tennis courts, and other accessory structures, which require fences shall not be November 1, 2021 engage:ARCHITECTURE 21 Weber Apartments: Narrative and Code Compliance Analysis located within the front yard setback. E. Group C Standards. Group C accessory structures are only allowed in required building setbacks if they are no more than 2 feet in width or diameter, and no taller than 8 feet. EXCEPTION: Flagpoles may be located outside of required setbacks or easements with a maximum height of 30 feet. Any and all accessory structures within this proposal shall conform to Section 4.7.105. Fire Code Compliance 2018 Oregon Fire Code — Appendix D 96' YAV"qR svJ 26' M W DMMETER MKOOTY MINIWMQEAP M MU -SAC AROUNDARM HMR 18' R tomry WR sm1 M. 1b M' ACCEMMLEALTERNATNE MHAMMERHEAD TL112p' MERHEAn For SI: 1 foot = 304.8 mm. FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND Notes from Fire Marshal 1. Fire access roads shall be capable of supporting and imposed load of fire apparatus weighing at least 80,000 pounds. SFC D102.1 and Springfield Fire Code Amendments 2. "NO PARKING -FIRE LANE" signage shall be posted on both sides of the road leading to shared driveway. SFC D103.6 3. Fire Hydrants shall be placed such that all portions of proposed buildings are within 400 feet of such hydrants, as measured by an approved route around the exterior of the building. Buildings provided with fire sprinklers may be 600 feet from such hydrants. SFC 507.5.1 November 1, 2021 engage:ARCHITECTURE 22 380 Q Street, Ste 200 Springfield, Oregon 97477 (541) 302-9790 eriedeardengao-engr.com A @ O Engineering LLC Drainage To: Memorandum City of Springfield Building Department �Ep PROFF ��`� GIN From: Eric Dearden, EIT �7%g914 Reviewed by: Kyle Morris, PE U Date: 10/29/2021 �Ijr12 r Taxmap, T.L.: 17-0326-24-02700 Address: 1866 Sir St. Springfield, OR 97477 Ea f tra s : iz `az w: 5 ° Street Apartments Stormwater Plan Project Overview The applicant proposes to construct infrastructure for an apartment complex on a 0.67 -acre property. The proposed development includes two apartment buildings, a duplex unit, parking lot driveway, and improved access to an existing house. The existing site has a 20 -foot easement along a gravel driveway on the north side of the site to provide access to the west. There also lies an existing house with a gravel driveway connecting to 5" Street. Natural surfaces are primarily composed of gmsses and trees. Detention and vegetative treatment of runoff from one of the proposed apartment buildings (Building B) will be provided by a foundation filtration planter routed to a rock chamber beneath the driveway for infiltration of treated runoff. Runoff from the second apartment building (Building A), along with the existing home and proposed duplex unit will be muted to an infiltration rain garden fronting 5"' Street. Runoff generated on the parking lot and trash enclosure is proposed to be routed to aur infiltration planter. Mechanical treatment is proposed for runoff generated on the driveway through dual-chamber catch basins and discharged to a curb inlet north of the property on 5" Street Site setts The property is within the 5 -year time of travel wellhead zone and requires that the storm facilities be constructed with 18" of growing medium for enhanced vegetative treatment of stormwater being infiltrated. Natural Resources Conservation Service (MRCS) lists the soils at the site as Type 119 Salem -Urban land complex per web soil survey. Geomax Inc. performed an infiltration test (open -hole, falling -head) at the site on Jane 25, 2021. A design infiltration rate of 17 inches per hour was determined using a 24" hand -augured hole. No groundwaterwas encountered. Design infiltration rates of infiltration storm facilities were limited to 2.0 inches per 23 hour through growing media layers. A design infiltration rate of 4 inches per hour will be utilized for infiltration in native soils providing a safety factor of approximately 4. Existing Conditions Runoff from the property was estimated using the Santa Barbara. Urban Hydrogmph (SBUH) method within HydroCAD software. Parameters used to define the site are as follows. Area (SF) CN Description 16,199 79 Pasture/grassland/range 5,471 85 Gravel Road 1,032 98 Unconnected roof 359 98 Paved Parking • Tc — 14 minutes Stormwater Calculation Parameters The City of Springfield standards were followed for perfomning smar rwater calculations. HydroCAD software was utilized to perform hydraulic calculations. Below are the parameters used for the stormwater calculations taken from the Springfield Engineering Design Standards and Procedures Manual unless otherwise noted: Water Quality Storm: Destination Storm 25 -year Storm Stoma Distribution Type: Runoff Method: Time of Concentration: Design Calculations 0.83 inches for 24 hours 3.30 inches 24 hours 4.80 inches 24 hours IA— 24-hour (MRCS SCS Randall Distributions) Santa Barbara. Urban Hydrogmph Method (SBUH) Minimum 5 minutes Hydraulic calculations were performed to ensure stomrwater facilities were sized to adequately to convey stomnwater off the property without increasing the risk of damage to surrounding inflacnmrture a impacting local water quality. Stormwater facilities were sized to meet detention and water quality requirements set by the City of Springfield. Storage within the stonmwater facilities was considered adequate for detention requirements when HydroCAD models simulating a destination event for Springfield, OR generated lower peak nunoffrates under post - development conditions than models for existing conditions. Water quality requirements were satisfied by routing the total nmoff volume from a water quality event for Springfield, OR through the soil media of stormwater facilities and/or catch basins for mechanical treatment. By sizing stormwater facilities for destination events, 0 Page 2 water quality requirements were met and exceeded in all storrrmwater facilities. Less than 50% of non -building impervious areas is proposed to be mechanically treated. Infiltrated water was not counted towards the total runoff volume from the property. HydroCAD software was utilized to determine the nmoff volume directed into the proposed facilities (Table 1). Peak flow rates were determined using a time of concentration of 14 minutes for existing conditions, and a time of concentration of 5 minutes for post -construction conditions. Time of concentration was calculated using HydroCAD software with site characteristics including surface elevations, soil type, and surface conditions. The table below summarizes the proposed drainage basins and physical characteristics of treatment facilities. Runoff Source Impervious Area (SF) Curve Number Treatment Facility Storm Facility Storage (tuft) Driveway 5421 98 Dual -Chamber Catch Basin NA NA Infiltration Planter 100 305 Parking Lot Trash Enclosure 5906 161 98 98 Building 4455 98 Foundation Filtration Planter 102 218 Building 2297 98 Existing Nome 1157 98 Infiltration Rain Garden 344 346 Garage/Unit 1050 98 Tdle 1: Dmmw Bi. &.,.,.y Tobk Storm Design The applicant is proposing to construct a foundation thinnest planter, infiltration planter, infiltration min garden, and dual chamber catch basins to capture nmoff from building roofs and impervious surfaces. Runoff from the rooftop of building B will be routed through a foundation filtration planter. Runoff from the planter will be routed to arock chamber to infiltrate through the native soils. Overflows from the facility are proposed to be routed to a dual chamber catch basin with a fossil filter insert before discharging to a curb inlet north of the property on 56 Street. Runoff generated from the rooftops of Building A and both the existing house and garage unit will be routed to an infiltration rain garden. Treated water will be discarded through infiltration. Overflows from the facility are proposed to be routed to a dual chamber catch basin with a fossil filter insert before discharging to a curb inlet north of the property on 56 Street. Runoff from the tmsh enclosure and parking lot will be routed to an infiltration planter. Treated nmoff will infiltrate through native soils and unheated overflows are proposed to be routed to a dual-chamber catch basin with a fossil filter insert discharging to a curb -inlet north of the property on 56 Street. All stommwater facility designs include an 18" soil layer for enhanced filtration for infiltrated mnoffper requirements of the 5 -yr time of travel wellhead zone. All stormwater infi-aclmcture will be constructed in accordance with ESMM 2014 guidelines. Runoff from the driveway contributes to less than 50% of all non - building impervious areas, and as snclm, can be treated mechanically by a dual chamber catch basin with a fossil filter insert. Mechanically treated mnoffis proposed to discharge to a curb inlet north of the property on 56 Street. • Page 3 25 Tbble 2: Sornnvcanr F.&ll yElet,esi. Stormwater facility dimensions can be found in the appendix. Stormwater Facility Peak Flow Rate (cfs) gottomof Foundation Filtration Planter Bottom r xwarer 0.11 Drawdown Infiltration Planter Top of Open 0 gatom of $oll 0.03 Infiltration Rain Garden Overflow 0 Treatm¢n[Fadliry 0.04 Ope°Storage 0.02 EI¢vation of Rork Elevation During NA D.hir, for 0.02 Storage (ft) 0.48 M<dia (ft) Existing Conditions 0.005 EI¢vMbn (ft) 0.34 Iftl Chamber at) Design Storm (ft) Whir, (hr) FouMatinn Filtration Planter 452.30 45080 "9.30 "S.101446.301452.16 452.13 2].0n Initiation Planter 452.40 449.62 "9.12 44].12 451]8 452.13 MAO Rain Gallen 451.50 4WA] "997 44]9] 45072 451.31 MAO Tbble 2: Sornnvcanr F.&ll yElet,esi. Stormwater facility dimensions can be found in the appendix. Stormwater Facility Peak Flow Rate (cfs) Water quality Destination 25 -yr Peak Infiltration Rate Foundation Filtration Planter 0 0.03 0.11 0.02 Infiltration Planter 0 0 0.16 0.03 Infiltration Rain Garden 0 0 0.07 0.04 Dual Chamber Catch Basin 0.02 0.1 0.14 NA Total 0.02 0.13 0.48 0.09 Existing Conditions 0.005 0.18 0.34 Tobk 3: 9mmuvy oflksclemge Roans. Runoff generated from the existing property is primarily sourced from the existing house. Runoff from this existing structure is proposed to be routed to the infiltration rain garden. Runoff under post -construction conditions will be lower than existing because infiltrated water is not being discharged to the public system offsite. Mechanically treated runoff from the driveway is the primary source of nunoffunder post -construction conditions. Conclusion The proposed stormwater drainage plan detailed in this memorandum meets city requirements and will adequately serve the new development. More than 50% of non -building impervious areas will receive mechanical treatment from a dual chamber catch basin with filter insert, and the remaining impervious areas will receive vegetative treatment. Peak flows after construction will be lower than existing conditions. The proposed system will not cause any damage to the proposed development or surrounding infrastructure. Appendix • Stormwater FacilityDimensions • Stormwater Scoping Sheet • HydroCAD calculations for 5m St. Apartments • Page 4 RM 9tormwater Facility Dimensions: I',— I TOW/EEE= 5230' 1.5 ' IKEA OflAIN ATRIVM GRAJE� -452 WAW \ �=45200 41 3G' TO 5 11' FOCC CNAMOER Figure l: Budde'ngB-Fotmdation Filtration PlwderDetml (nm to scale) <RFP CP.f1N roF Of wu M=2.tl mRw can2.vL� / MTH f 6.P1 GVLL� t. C105© Figure 2: I,97ltrmion PladerDetml (nm to scale) • Page 5 27 3'-C WPSHEC � &]IOM (N Of 1.m 1WN GWCLN r SPUSH�AG G 6.P1 GVLL� t. C105© Figure 2: I,97ltrmion PladerDetml (nm to scale) • Page 5 27 Figure 3: brfiltradonRain Garden Detail (nat to scale) 0 Page 6 SPRINGFIELD 225 FIFTH STREET DEVELOPMENT AND PUBLIC WORKS W10!REGON SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www. springfield-or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ----------- — (Arenbelow this linefdled ord byApplicroo __— (Please retain to Clayton MEachern @ City ofSprb4gliield Development and Public Works, Fan # 736-1021, Phone # 736-1036), enwd:cnaeailern@sprirtglleldor.gov Project Name: 5th St. Apartments Applicant: A&O Engineering LLC Assessors Parcel #: 1703262402700 Date: May 12, 2021 Land Use(s): Multi -family Residential Develop. Phone #: 541.302.9790 Project Size (Acres): 0 66 ac Fax #: N/A Approx. Impervious Area: 90% Email: tonyou@ao-engr.com Project Description (Include a copy of Assessor's map): The applicant is proposing to construct multi -Family buildings that includes utility services. Furthermore, the applicant proposes to widen the existing shared access road, add anew parking lot and pedeunanwalkway to serve the newmulti-family development. Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: The drainage proposal will include stomrwater runoff from non -building rooftop (NBR) areas. These areas include the parking lot, pedesinanwalkways, and the shared access road where stomrwater will be collected to meet city of Springfield standards and will flow through underground pipe towards the 24" public storm pipe in 5th Street Stommater runoff from the the roof of the apartment buildings will be routed through a downspout and flow directly into the pipe located under the private shared access road per the Engineering Design Standards and Procedures Manual (EDSPM). Proposed Stormwater Best Management Practices: The Proposed Stomrwater Best Management Practices will consist of utilizing a filtration treatment facility such as a Swale or rain garden. (Area below dais line rdkdordby the City rmdRetrvnedk the Aaalic nd (At a ad unmet, all boxes checked by the City on the front and backoftlds sheet shall be submitted or on application to be coaWletefor subnuthal, afthingh other requirements ators be necess Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) Small Site Study—(use Rational Method for calculations) Mid -Level Development Study— (use Unit Hydrograph Method for calculations) ❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations) Environmental Considerations: ❑ Wellhead Zone: 5 year totz ❑ Hillside Development: n/a ❑ Wedand/Riparian: n/a ❑ Floodway/Floodplain: n/a ❑ Soil Type: ❑ Other Jurisdictions n/a Downstream Analysis: P1 N/A Post development flow off the site cannot exceed existing levels -infiltration or detention will rc?bay , be ne essay to r�eet.this requirement ❑ Flow lirQe or s rttng wa er sur cc a eva on: ❑ Design HGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: Return to Clayton McEachem @ City of Springfield, email: cmceachem@sprirgfeAd-or,gov, FAX., (541) 736-1021 29 COMPLETE STUDY ITEMS r Baredupon the Information provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been signed in the spare provickel below: Interim Design Standards/Water Quality (EDSPM Chapter 3 Req'd N/A 0 ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by vegetated methods. ❑ Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormrmer Management Manual. ® ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Storrmvater Management Manual (Sec2A.1). ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene's Storrmvater Management Manual. Z] ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. XJ ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. 2] M A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. Z❑ r�drains. ZJ Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event Private stomrwater easements shall be clearly depicted on plans when private stommater flows from one property to The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review ofDownstream System EDSPM Section 4.03A.0 21 n A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). E] u7}', Elevations of the HGL and flow lines for both city and private systems where applicable. r� L/J ❑ Design of Stoma Systems (EDSPM Section 4.04). Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 Ib load without failure of the pipe structure. Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to Other/Miscellaneous Z❑ Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site r�drains. ZJ ❑ Private stomrwater easements shall be clearly depicted on plans when private stommater flows from one property to another. 21 ❑ Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomration. r� L/J ❑ Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform simU be inchukd m nn Nhuhmen5 inside due frontcover, ofdue stormnnter shady. * IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN' As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study and plan set. Signature Date Form Version 5: June 2015 30 FOR ASSESSMENT AND S.E.1/4 N.W.1/4 SEC. 26 T.17S. R.3W. 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S.W. COR. `im m-icni,e Lae Ery iiz3oos�n]um 023 AC 0.23 AC ,z. 0.38AC tt \�l�\\�� 2200 I 0.18AC >•>a = 5503 5502 WSPENCER 03/04 -LCATIJ9 VOJOFTL918TL�3CUTTO ROAD 0.33AC I 2400 o.58AC D. LC. 50 0.19 AC lii A gM4 _ 5501 9444 $35576 SP1 i $ 0,01 ac ,- \ ' 31 acnPoa°xNER _ NW COR xsS H� 559.p 5 S.E. COR. - - - - --_EWRWERS NE CORS ,a m J.HALSTEAD SPRINGFIELD SEE MAP DLC 49 �I r 48 - - - STREET D.L.C. 47 - - - "°32642 17032624 41S 43S 29S E B a T aA �g % / 40 34 FOUN TION Infil PIs P A ER 4 42 32R 4 3.&n Rock Cb ba Die ,. 3S EXISTING CONDITIONS Subcat Reach m Lin k (n. Pm ) Dw. y 32 Storm Design_ESD_06-11-2021 nter your company name here) Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 2 Area Listing (all nodes) Area CN Description (acres) (su bcatch m ent-n umbers) 0.126 85 Gravel roads, HSG B (3S) 0.372 79 Pasture/grassland/range, Poor, HSG B (3S) 0.050 98 Paved parking, HSG A (35S) 0.425 98 Paved parking, HSG B (3S, 275, 285, 295, 41S) 0.027 98 Unconnected roofs, HSG B (3S, 43S) 0.999 89 TOTALAREA 33 Storm Design_ESD_06-11-2021 nter your company name here) Printed 10/29/2021 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.050 HSGA 35S 0.949 HSG B 3S, 275, 285, 295, 415, 43S 0.000 HSG C 0.000 HSG D 0.000 Other 0.999 TOTAL AREA 34 St_Apts Storm Design_ESD_06-11-2021 Jared by {enter your company name here) )CADOR 10.10-6a s/n 04993 © 2020 HvdroCAD Software Solutions LLC Printed 10292021 Subcatchment Numbers 0.000 0.126 0.000 Ground Covers (all nodes) HSG -A HSG -B HSGC HSG -D Other Total Ground (acres) (acres) (acres) (acres) (acres) (acres) Cover Printed 10292021 Subcatchment Numbers 0.000 0.126 0.000 0.000 0.000 0.126 Gravel roads 3S 0.000 0.372 0.000 0.000 0.000 0.372 Pasture/grassland/range, Poor 3S 0.050 0.425 0.000 0.000 0.000 0.474 Paved parking 3S, 275, 285, 295, 355, 41S 0.000 0.027 0.000 0.000 0.000 0.027 Unconnected roofs 3S, 43S 0.050 0.949 0.000 0.000 0.000 0.999 TOTAL AREA 35 5th_St_Apts Storm Design_ESD_06-11-2021 Type IA 24 -hr 25-yrRainfall=4.80" Prepared by {enter your company name here) Printed 10/29/2021 HydrOCAD0 10.10-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paae 5 Time span=5.00-36.00 hrs, dt=0.05 hrs, 621 points Runoff by SBUH method, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: EXISTING CONDITIONS Runoff Area=23.061 sf 6.03%Impervious Runoff Depth>2.87" Flow Length=123' Slope=0.0129'/' Tc=14.0 min CN=81/98 Runoff=0.34 cfs 0.126 of Subcatchment 27S: Bldg A Runoff Area=2,352sf 100.00%Impervious Runoff Depth>4.04" Tc=5.0 min CN=0/98 Runoff=0.06 cfs 0.018 of Subcatchment28S: Driveway Runoff Area=5,421 sf 100.00%Impervious Runoff Depth>4.04" Tc=5.0 min CN=0/98 Runoff=0.14 cfs 0.042 of Subcatchment29S: Parking Runoff Area=5,906 sf 100.00%Impervious Runoff Depth>4.04" Tc=5.0 min CN=0/98 Runoff=0.15 cfs 0.046 of Subcatchment 35S: Duplex and H ouse Runoff Area=2,160 sf 100.00%Impervious Runoff Depth>4.06" Tc=10.0 min CN=0/98 Runoff -0.05 cfs 0.017 of Subcatchment4l S: Bldg B Runoff Area=4,455 sf 100.00%Impervious Runoff Depth>4.06" Tc=10.0 min CN=0/98 Runoff=0.11 cfs 0.035 of Subcatchment43S: Trash Enclosure Runoff Area=161 sf 100.00%Impervious Runoff Depth>4.04" Tc=5.0 min CN=0/98 Runoff -0.00 cfs 0.001 of Reach 32R: Discharge Inflow=0.35 cfs 0.054 of Outflow=0.35 cfs 0.054 of Pond 19P: Infiltration Rain Garden Peak EIev=450.98' Storage=177 cf Inflov-0.11 cfs 0.035 of Discarded=0.07 cfs 0.035 of Primary=0.00 cfs 0.000 of Outflov -0.07 cfs 0.035 of Pond 34P: Infiltration Planter Peak Elev=452.24' Storage=0.007 of Inflov-0.16 cfs 0.047 of Discarded=0.03 cfs 0.042 of Primary=0.12 cfs 0.005 of Outflov -0.16 cfs 0.047 of Pond 40P: FOUNDATION PLANTER Peak Elev=452.22' Storage=0.004 of Inflov-0.11 cfs 0.035 of Primary=0.02 cfs 0.028 of Secondary=0.09 cfs 0.007 of Outflow=0.11 cfs 0.035 of Pond 41 P: (new Pond) Peak EIev=448.33' Inflow=0.14 cfs 0.042 of Outflow=0.14 cfs 0.042 of Pond 42P: Rock Chamber Peak Elev=449.58' Storage=0.001 of Inflov-0.02 cfs 0.028 of Outflow=0.02 cfs 0.028 of Total Runoff Area = 0.999 ac Runoff Volume = 0.285 of Average Runoff Depth = 3.42" 49.80% Pervious = 0.497 ac 50.20% Impervious = 0.502 ac 36 5th_St_Apts Storm Design_ESD_06-11-2021 Type IA 24 -hr 25-yrRainfall=4.80" Prepared by {enter your company name here) Printed 10/29/2021 HydroCAM 10.10 -Ba s/n 04993 02020 HydroCAD Software Solutions LLC Paae 6 Summary for Subcatchment 3S: EXISTING CONDITIONS Runoff = 0.34 cfs @ 8.01 hrs, Volume= 0.126 af, Depth> 2.87" Runoff by SBUH method, Split Pervious/Imperv., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" Area (sf) CN Description 16,199 79 Pasture/grassland/range, Poor, HSG B 5,471 85 Gravel roads, HSG B 1,032 98 Unconnected roofs, HSG B 359 98 Paved parking, HSG B 23,061 82 Weighted Average 21,670 81 93.97% Pervious Area 1,391 98 6.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.0 123 0.0129 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 3.12" Subcatchment 3S: EXISTING CONDITIONS Hydrograph 0.36 0.34 cfs --- �� 0.34 Type IA 24 -hr 0.32 0.3 ....... _-,-- _ _ _ _ _-,--------- 25 -yr Rainfall=4.80" 0.28 0.26 __ Runoff Area=23,061 sf 6.24 ~f�unoff Volume=0.126 of 022 s" 62 Runoff Depth>2.87" 018 0.16 Flow Length=123' 0.14 Slope=0.0'129L'P 0.,2 0., - ,_,_,-�T'�c=14.0 min - 0.06 - - -- �'-6N=81/98-- 0.06 1 l- 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 rma (hogs) 37 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here} Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paae 7 Summary for Subcatchment 27S: Bldg A Runoff = 0.06 cfs @ 7.90 hrs, Volume= 0.018 af, Depth> 4.04" Routed to Pond 19P : Infiltration Rain Garden Runoff by SBUH method, Split Pervious/Imperv., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" 2,352 98 Paved parking, HSG B 2,352 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 6.065 6.6fi 6.655- 6.60.5- P 6.04 L 6.635 a.a2s- 0.02 6.615- 6.61 6.605 6- Subcatchment 27S: Bldg A Hydrograph Time (hours) 38 __________'i- _________I-----_____ 0.06 cfs' Type IA 24 -hr 25 -yr Rainfall=4.80" Runoff Area=2,352 sf Runoff Volume=0.018 of Runoff Depth>4.04" Tc=5.0 min CN=0/98 i 6 7 8 9 19 11 12 13 14 15 16 17 18 19 29 21 22 23 24 25 26 27 28 29 39 31 32 33 34 35 36 Time (hours) 38 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here) Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 8 Summary for Subcatchment 28S: Driveway Runoff = 0.14 cfs @ 7.90 hrs, Volume= 0.042 af, Depth> 4.04" Routed to Pond 41 P : (new Pond) Runoff by SBUH method, Split Pervious/Impew., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" 5,421 98 Paved parking, HSG B 5,421 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 28S: Driveway --------------------- 0.15--- ■a�omr 0.14 cfs 0.14 - Type IA 24 -hr 6.13 612 25 -yr Rainfall=4.80" 6.11 Runoff Area=5,421 sf 64 Runoff Volume=0.042 of a.W Runoff Depth>4.04" 6.67 Tc=5.0 min O.W CN=0/98 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (h.urs) 39 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here} Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 9 Summary for Subcatchment 29S: Parking Runoff = 0.15 cfs @ 7.90 hrs, Volume= 0.046 af, Depth> 4.04" Routed to Pond 34P : Infiltration Planter Runoff by SBUH method, Split Pervious/Imperv., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" 5,906 98 Paved parking, HSG B 5,906 98 100.00°x6 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 29S: Parking 0.17 - ■ rwomr 15 cfs 0.16 0. - ------- 0.15 -- -- ----- Type IA 24 -hr °" -----' -25=yr Rainfall=4.80" - 0.13 0.12 Runoff Area=5,906 sf °" - Rianciff-Volume=0.046 of - -----Runoff Depth>4.04"-- 008 Tc=5.0 min u 0.07 K - CN=0/98-- 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (h.urs) 40 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here} Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paae 10 Summary for Subcatchment 35S: Duplex and House Runoff = 0.05 cfs @ 7.98 hrs, Volume= 0.017 af, Depth> 4.06" Routed to Pond 19P : Infiltration Rain Garden Runoff by SBUH method, Split Pervious/Imperv., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" 2,160 98 Paved parking, HSG A 2,160 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 0.a- 0.1 0.0 0.1 fi.fi 0.1 u 0.0: 0.1 0.0 0.1 fi.0 Subcatchment 35S: Duplex and House Hydrograph 6 0.05 cfs Type 1A 24 -hr 6 25 -yr Rainfall=4.80" Runoff Area=2,160 sf Runoff Volume=0.017 of Runoff Depth>4.06" 3 Tc=10.0 min 6 CN=0/98 2 6 6 fi 5 fi 7 8 9 19 11 12 13 14 15 16 17 18 19 29 21 22 23 24 25 26 27 28 29 39 31 32 33 34 35 36 Time (hours) 41 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here} Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 11 Summary for Subcatchment41S: Bldg B Runoff = 0.11 cfs @ 7.98 hrs, Volume= 0.035 af, Depth> 4.06" Routed to Pond 40P : FOUNDATION PLANTER Runoff by SBUH method, Split Pervious/Imperv., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" 4,455 98 Paved parking, HSG B 4,455 98 100.00°x6 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment41S: Bldg B 6.,2 1.115 0.11 cfs - ■ °.11 -- --- Type IA 24 -hr 1.,95 9.,--------------------------------25-yr Rainfall=4.80" 1.995 Runoff Area=4,455 sf 1.985 005 905 Runoff Volume=0.035 of 007 Runoff Depth>4.06" 9.9fi 1.955 Tc=10.0 min 9.95 945 CN=0/98 9.04 -i -------- 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (h.urs) 42 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here} Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 12 Summary for Subcatchment 43S: Trash Enclosure Runoff = 0.00 cfs @ 7.90 hrs, Volume= 0.001 af, Depth> 4.04" Routed to Pond 34P : Infiltration Planter Runoff by SBUH method, Split Pervious/Imperv., Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Type IA 24 -hr 25 -yr Rainfall=4.80" 161 98 Unconnected roofs, HSG B 161 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 0.005 0004- 0,004: 0.004= 0.004. 0.004. 0.003- 0.003- 0.003- O.o03- 0.003- 0.002- 0.002= u 0.002= 0.002= 0,002- 0,001 0.001 0.0o1- 0.0011 0,001- 0,000 0,000- 0 Subcatchment 43S: Trash Enclosure Hydrogglh ". ------------- 0.00 cfs ---------- ------------ ��--------- - - - - -- --- --- -'�--------�'� �'� �� Type IA 24 -hr 25 -yr Rainfall=4.80" Runoff Plrea=161 sf Runoff Volum'-e=0.001 of Runoff Depth>4.04" Tc=5.0 min CN=0/98 12 i 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) 43 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" nter your company name here} Printed 10/29/2021 0-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paas 13 Summary for Reach 32R: Discharge Inflow Area = 0.367 ac,100.00% Impervious, Inflow Depth > 1.77" for 25 -yr event Inflow = 0.35 cfs 7.99 hrs, Volume= 0.054 of Outflow = 0.35 cfs 7.99 hrs, Volume= 0.054 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-36.00 hrs, dt= 0.05 hrs 0.24 0.22 0.2 0.19 0.16 0.14 Reach 32R: Discharge Time (hours) 27 29 20 30 31 32 33 34 36 36 44 ■ mmw -------------- -----�-' ■ormw .-------- - - _ lnflowArea-O36TAO- Time (hours) 27 29 20 30 31 32 33 34 36 36 44 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" nter your company name here) Printed 10/29/2021 0-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paae 14 Summary for Pond 19P: Infiltration Rain Garden Inflow Area = 0.104 ac,100.00% Impervious, Inflow Depth > 4.05" for 25 -yr event Inflow = 0.11 cfs 7.94 hrs, Volume= 0.035 of Outflow = 0.07 cfs 8.23 hrs, Volume= 0.035 af, Atten= 37%, Lag= 17.9 min Discarded = 0.07 cfs 8.23 hrs, Volume= 0.035 of Primary = 0.00 cfs 5.00 hrs, Volume= 0.000 of Routed to Reach 32R : Discharge Routing by Stor-Ind method, Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 450.98' @ 8.23 hrs Surf.Area= 1,106 sf Storage= 177 cf Plug -Flow detention time= 35.4 min calculated for 0.035 of (100% of inflow) Center -of -Mass det. time= 34.4 min ( 752.4 - 718.0 ) Volume Invert Avail.Storage Storage Description #1 450.97' 172 cf Open Space (wall) (Pyramidal)Listed below (Recalc) #2 450.47' 96 cf Open Space (Conic)Listed below (Recalc) #3 448.97' 52 cf Soil Media (Conic) Listed below (Recalc) 516 cf Overall x 10.0% Voids #4 447.97' 26 cf Rock Chamber (Conic)Listed below (Recalc) 74 cf Overall x 35.0% Voids 346 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (cubic -feet) (cubic -feet) (sq -ft) 450.97 344 0 0 344 451.47 344 172 172 381 Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (cubic -feet) (cubic -feet) (sq -ft) 450.47 74 0 0 74 450.97 344 96 96 345 Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (cubic -feet) (cubic -feet) (sq -ft) 448.97 344 0 0 344 450.47 344 516 516 443 Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (cubic -feet) (cubic -feet) (sq -ft) 447.97 74 0 0 74 448.97 74 74 74 104 Device Routing Invert Outlet Devices #1 Discarded 447.97' 2.500 in/hr Percolation over Wetted area #2 Primary 451.31' 4.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 45 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here) Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 15 pp)scarded OutFlow Max=0.07 cfs @ 8.23 hrs HW=450.98' (Free Discharge) s-1 =Percolation (Exfltration Controls 0.07 cfs) Mrimary Out Flow Max=0.00 cfs @ 5.00 hrs HW=448.03' (Free Discharge) 2=Orifice/Grate ( Controls 0.00 cfs) Pond 19P: Infiltration Rain Garden 0.1 cfs----T---- Inflow Area=0.104 ac 0'2 Peak Elev=450.98' 6.11 6, -- Storage=177 cf 6.69 --',------- i----- i -----i-------'i ------ i----- i- i--- --- 0.07 cfs --- --- --- ---; y 6.07 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 Time (hours) ■ mn�w ■ owww ■ ore®.aea ■ nu,e 46 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" nter your company name here) Printed 10/29/2021 0-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paas 16 Summary for Pond 3412: Infiltration Planter Inflow Area = 0.139 ac,100.00% Impervious, Inflow Depth > 4.04" for 25 -yr event Inflow = 0.16 cfs 7.90 hrs, Volume= 0.047 of Outflow = 0.16 cfs 8.00 hrs, Volume= 0.047 af, Atten= 1%, Lag= 6.1 min Discarded = 0.03 cfs 8.00 hrs, Volume= 0.042 of Primary = 0.12 cfs 8.00 hrs, Volume= 0.005 of Routed to Reach 32R : Discharge Routing by Stor-Ind method, Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 452.24' @ 8.00 hrs Surf.Area= 0.007 ac Storage= 0.007 of Flood Elev= 452.40' Surf.Area= 0.007 ac Storage= 0.007 of Plug -Flow detention time= 91.5 min calculated for 0.047 of (100% of inflow) Center -of -Mass det. time= 90.3 min ( 806.7 - 716.3 ) Volume Invert Avail.Storage Storage Description #1 449.62' 0.006 of 5.00'W x 20.001 x 2.78'H open space #2 448.12' 0.000 of 5.00'W x 20.001 x 1.50'H soil media 0.003 of Overall x 10.0% Voids #3 447.12' 0.001 of 5.00'W x 20.001 x 1.00'H rock chamber 0.002 of Overall x 30.0% Voids 0.007 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 447.12' 2.500 in/hr Percolation over Wetted area #2 Primary 452.13' 4.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads iscarded OutFlow Max=0.03 cfs @ 8.00 hrs HW=452.24' (Free Discharge) =Percolation (Exfltration Controls 0.03 cfs) Mrimary Out Flow Max=0.12 cfs @ 8.00 hrs HW=452.24' (Free Discharge) 2=Orifice/Grate (Weir Controls 0.12 cfs @ 1.08 fps) 47 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" nter your company name here} Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paas 17 Pond 3412: Infiltration Planter 0.16 cfs ---- - -- 9 6 0 1 ds--------------- nfIPa -Oeak Elev=45� ac t 2.24' 0.15 14 0Storage=0.007-,af - 14 0.12 cfs 9.13 9.12 9.11_______1-----i-------------------1-----�-' 9.99 _�,__ -i- __�_ - __ -�i-- - u 9.9] 8 9 19 11 12 13 14 15 161 7 18 19 29 21 22 23 24 25 26 27 28 29 39 31 32 33 34 35 36 Time (hours) ■ mnow ❑ o�mow ■ Ds, -,,del❑ Pnmary 48 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" nter your company name here) Printed 10/29/2021 0-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paas 18 Summary for Pond 40P: FOUNDATION PLANTER Inflow Area = 0.102 ac,100.00% Impervious, Inflow Depth > 4.06" for 25 -yr event Inflow = 0.11 cfs 7.98 hrs, Volume= 0.035 of Outflow = 0.11 cfs 7.99 hrs, Volume= 0.035 af, Atten= 0%, Lag= 0.6 min Primary = 0.02 cfs 6.00 hrs, Volume= 0.028 of Routed to Pond 42P : Rock Chamber Secondary = 0.09 cfs @ 7.99 hrs, Volume= 0.007 of Routed to Reach 32R : Discharge Routing by Stor-Ind method, Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 452.22' @ 7.99 hrs Surf.Area= 0.007 ac Storage= 0.004 of Flood Elev= 100.00' Storage= 0.000 of Plug -Flow detention time= 108.1 min calculated for 0.034 of (100% of inflow) Center -of -Mass det. time= 107.0 min ( 826.8 - 719.8 ) Volume Invert Avail.Storage Storage Description #1 450.80' 0.003 of 3.50'W x 29.00'L x 1.50'H open space #2 449.30' 0.000 of 3.50'W x 29.00'L x 1.50'H soil media 0.003 of Overall x 10.0% Voids #3 448.30' 0.001 of 3.50'W x 29.00'L x 1.00'H Rock Chamber 0.002 of Overall x 35.0% Voids 0.005 of Total Available Storage Device Routing Invert Outlet Devices #1 Primary 448.30' 2.500 inlhr Exfiltration over Horizontal area #2 Secondary 452.13' 4.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads rimary Out Flow Max=0.02 cfs @ 6.00 hrs HW=450.82' (Free Discharge) =Exfiltration (Exfiltration Controls 0.02 cfs) e Scondary Out Flow Max=0.09 cfs @ 7.99 hrs HW=452.22' (Free Discharge) 2=Orifice/Grate (Weir Controls 0.09 cfs @ 0.98 fps) 49 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" nter your company name here} Printed 10/29/2021 0-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paae 19 Pond 40P: FOUNDATION PLANTER 0 11 rfs 0.11 cfs Inflow Area=0.102 ad 0.12 011 Peak Elev=452.22' 0.1 0.09 cfs Storage=0.004 af- 0.09 0.0e -----'-----`----- 007 0 ---- -- - - -- - - ■ mmw ■ ornew ■ Primary ■ SewaEary 50 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here) Printed 10/29/2021 0-6a s/n 04993 ©2020 HydroCAD Software Solutions LLC Paas 20 Summary for Pond 41P: (new Pond) Inflow Area = 0.124 ac,100.00% Impervious, Inflow Depth > 4.04" for 25 -yr event Inflow = 0.14 cfs 7.90 hrs, Volume= 0.042 of Outflow = 0.14 cfs 7.90 hrs, Volume= 0.042 af, Atten= 0%, Lag= 0.0 min Primary = 0.14 cfs 7.90 hrs, Volume= 0.042 of Routed to Reach 32R : Discharge Routing by Stor-Ind method, Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 448.33' @ 7.90 hrs Device Routing Invert Outlet Devices #1 Primary 448.10' 6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads rimary Out Flow Max=0.14 cfs @ 7.90 hrs HW=448.33' (Free Discharge) =Orifice/Grate (Orifice Controls 0.14 cfs @ 1.62 fps) Pond 41P:(new Pond) ------------'-'-'-'-'-'----- -----'-'------------ rg ■ Primary 0.15 0.14 cfs -------------`-`-`-'-'- - - ) nf'im-Area=0.424 ac - 014 0.13 Peak 448 33'- 0.12 -SIM - ---------- - ------ 0.11 0., � fi.09 — 0.0fi ----------------------------- 0.0] a �fi r rrr� 1 - 0.03 0.02 0.01 I �/ oy 11 12 13 14 15 ^m1�21 22 5 6 ] B 9 10 11 12 13 14 15 ifi 1] 18 20 21 22 Ti..Ti(M1wre) 51 Storm Design_ESD_06-11-2021 Type IA 24 -hr 25 -yr Rainfall=4.80" niter your company name here) Printed 10/29/2021 0-6a s/n 04993 02020 HydroCAD Software Solutions LLC Paae 21 Summary for Pond 42P: Rock Chamber Inflow Area = 0.102 ac,100.00% Impervious, Inflow Depth > 3.24" for 25 -yr event Inflow = 0.02 cfs 6.00 hrs, Volume= 0.028 of Outflow = 0.02 cfs 23.05 hrs, Volume= 0.028 af, Atten= 0%, Lag= 1,023.0 min Discarded = 0.02 cfs 23.05 hrs, Volume= 0.028 of Routing by Stor-Ind method, Time Span= 5.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 449.58' @ 23.05 hrs Surf.Area= 0.004 ac Storage= 0.001 of Plug -Flow detention time= 24.6 min calculated for 0.028 of (100% of inflow) Center -of -Mass det. time= 24.2 min ( 926.3 - 902.0 ) Volume Invert Avail.Storage Storage Description #1 449.00' 0.003 of 10.00'W x 16.001 x 2.00'H rock 0.007 of Overall x 35.0% Voids Device Routing Invert Outlet Devices #1 Discarded 449.00' 4.000 in/hr Exfiltration over Wetted area piscarded OutFlow Max=0.02 cfs @ 23.05 hrs HW=449.58' (Free Discharge) L-1=Exfiltration (Exfiltration Controls 0.02 cfs) Pond 42P: Rock Chamber -------- - - -. --- ■mn�w 0.02 cfs W Are0*(Y_[Q2-ac ke tak El'ev=449.38' orage=0.001 of 0.013 0.011 _ 0.01 6.a6s _ - 0,007 0.006 0.005 0.004 0.003 0.003 Time (hours) 52 Date of inspection June 25, 2021 Time: 10:50 AM Weather: Clear, 79° Dear David At your request, I visited the site referenced to determine the nature of in situ soils in preparation for construction of multi family units on a lot in north Springfield, OR. The flat site is situated at the west side of Fifth St. where a rental home currently exists. The existing home is planned to remain on the site. The Natural Resources Conservation Service (MRCS) lists the soils at the site as Type 119 Salem -Urban land complex with gravelly silt loam from native grade to 7" below native grade (HI) gravelly clay loam from 7" to 26' (II2) and very gravelly sand from 26' to 60" (113). Depth to water table is listed as more than 80 inches. Excavation at the site, using a hand auger, revealed gravelly silt loam from native grade to 12" below native grade, gravelly silty clay from 12" to 24" and very gravelly sand below 24", which was the limit of excavation due to rock. Ground water was not encountered. NRCS reports the Type 119 soils in the H2 horizon as having a plasticity index of 10 to 20 and a linear extensibility of 3.0 to 5.9. The plasticity index and linear extensibility indicate a moderate shrink/swell potential. The foundation of the existing home does not display evidence of shrink/swell at the site, i.e. cracking or settling of the foundation. The Oregon Department of Geology and Mineral Industries (DOGAMI) lists the site as having strong shaking (3 of 6) during an earthquake event. No active faults we shown in the area. The chance of liquefaction is listed as very low (0 of 3). The DOGAMI site also lists the chance of landslides as low (1 of 4). The site is not in the 100 year flood hazard area. Soil bearing strength was estimated using a Humbolt H-4195 Pocket Penetrometer at the center of the lot. Unconfined bearing strength is estimated at 3000 psf, however, due to the extreme temperatures recently and lack of rain, this estimate is probably high. 53 Qeamax PROFESSIONAL ENGINEERS LAND SURVEYORS June 25, 2021 BUILDING DESIGNERS 806 N.9^ STREET COTTAGE GROVE. OREGON 97621 PHONE: 1641) W4126 EMAIL GEOMAX§GEOMA1f.OS Mr. David Schmitz Engage Architecture 3220 Kincaid St. Eugene, OR 97405 Re: Soils evaluation for residential construction. 1866 511 St., Springfield, OR. T.L. 17-03-26-24-02700. Date of inspection June 25, 2021 Time: 10:50 AM Weather: Clear, 79° Dear David At your request, I visited the site referenced to determine the nature of in situ soils in preparation for construction of multi family units on a lot in north Springfield, OR. The flat site is situated at the west side of Fifth St. where a rental home currently exists. The existing home is planned to remain on the site. The Natural Resources Conservation Service (MRCS) lists the soils at the site as Type 119 Salem -Urban land complex with gravelly silt loam from native grade to 7" below native grade (HI) gravelly clay loam from 7" to 26' (II2) and very gravelly sand from 26' to 60" (113). Depth to water table is listed as more than 80 inches. Excavation at the site, using a hand auger, revealed gravelly silt loam from native grade to 12" below native grade, gravelly silty clay from 12" to 24" and very gravelly sand below 24", which was the limit of excavation due to rock. Ground water was not encountered. NRCS reports the Type 119 soils in the H2 horizon as having a plasticity index of 10 to 20 and a linear extensibility of 3.0 to 5.9. The plasticity index and linear extensibility indicate a moderate shrink/swell potential. The foundation of the existing home does not display evidence of shrink/swell at the site, i.e. cracking or settling of the foundation. The Oregon Department of Geology and Mineral Industries (DOGAMI) lists the site as having strong shaking (3 of 6) during an earthquake event. No active faults we shown in the area. The chance of liquefaction is listed as very low (0 of 3). The DOGAMI site also lists the chance of landslides as low (1 of 4). The site is not in the 100 year flood hazard area. Soil bearing strength was estimated using a Humbolt H-4195 Pocket Penetrometer at the center of the lot. Unconfined bearing strength is estimated at 3000 psf, however, due to the extreme temperatures recently and lack of rain, this estimate is probably high. 53 Engage Architecture Sods Evaluation for Residential Construction T.L. 17-03-26-24-02700, Springfield, OR June 25, 2021 We recommend designing footings for a bearing pressure of 1500 ps£ Excavation for buildings should be to a depth of 18" with six inches of compacted crushed rock under footings. The rock should extend a minimum of the width of design footings outside the footing line. Backfill around buildings should provide 30" of cover over the bottom of the base rock to help keep expansive soils under the buildings hydrated to limit the chance of shrink/swell. The scope of service for this work was limited by the Client to assessment of soils at the site. No other investigations or surveys including, but not limited to, those of a geo-technical nature, were authorized by the client and none have been performed. No slope stability evaluation was authorized and none was performed. This work was performed using methods of practice currently accepted by other professionals in this area with similar experience on projects of similar scope and complexity at the time of service. This report offers a professional opinion and no warranties, either expressed or implied are offered by Geomax, Inc. Gcomax was retained to perforin a specific task and is not the engineer of record. Sincerely, I hereby certify that this work was Geomax, Inc performed by me or under my direct I I supervision. Richard L. Christian E.I.T. Principal Designer V•.\2a21\V147 EoMe\Docs\V147s il,,Uum 25."d �ryp PROF v��attlrs ,� waw � V 7 W"EGON21 EXP. 12/31/22 54 �,_..,,� B A A _.,.._���®_o_..�_ u��n4a�w x+�e+vmw � uM.Y rvnvav NJ MEND NAP INFORM m N n.a.�...m..w e +mur svrwm w■ .., O nn. w+W xngs � s .rremurimwmdw'un. u��n4a�w x+�e+vmw � uM.Y rvnvav Sol Map—Lane County Area, Oregon Map Unit Legend 1856 50 St., Springfield Totals for Area of Interest 0.8 100.0% uSM Natural Resources Web Soil Survey 61812021 3f Conservation Service National Cooperefil Soil Survey Page 3 of 3 57 Map Unit Symbol Map Unit Name Acres in AOI Percent & AOI 119 Salem -Urban land complex 0.8 100.0% Totals for Area of Interest 0.8 100.0% uSM Natural Resources Web Soil Survey 61812021 3f Conservation Service National Cooperefil Soil Survey Page 3 of 3 57 Map Unit Description: Salem -Urban land complex—Lane County Area, Oregon 18565th St., Springfield Lane County Area, Oregon 119—Salem-Urban land complex Map Unit Setting National map unit symbol: 2341 Elevation: 300 to 800 feet Mean annual precipitation: 40 to 60 inches Mean annual air temperature: 52 to 54 degrees F Frost -free period: 165 to 210 days Farmland classification: Farmland of statewide Importance Map Unit Composition Salem and similar soils: 50 percent Urban land: 40 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Salem Setting Landform: Stream terraces Landform position (three-dimensional): Tread Downslope shape: Linear Across -slope shape: Linear Parent material: Gravelly mixed alluvium Typical profile Ht - 0 to 7 inches: gravelly silt loam H2 - 7 to 26 inches: gravelly clay loam H3 - 26 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksaf): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Law (about 4.8 inches) Interpretive groups Land capability classification (irrigated).' 2s Land capability classification (nonirrigated)' 2s Hydrologic Soil Group: B Forage suitabilHy group: Well drained < 15% Slopes (G002XY0020R) Other vegetative classiffcallon: Wall drained < 15% Slopes (GO02XY0020R) Hydric soil rating: No 115np Natural Resources Web Sol] Survey 6IM021 Cenaervalion servlee National Cooperetive Soil Survey Page i of 2 IN Map Unit Dea nptiom Salem-Urhan land complex—Lane County Area, Oregon 1856 5th a, Springfield Description of Urban Land Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): S Hyddc soil rating: No Data Source Information Soil Survey Area: Lane County Area, Oregon Survey Area Data: Version 17, Jun 11, 2020 USM Nature] Resources Wait Soil Survey 61812021 N0011 Conservation Service National CooperetNt, Sol] Surrey Page 2 ort 59 Engineering Properties --Lane County Area, Oregon Report—Engineering Properties Absence of an entry indicates that the data were not estimated. The asterisk "' denotes the representative texture; other possible textures follow the dash. The criteria for determining the hydrologic soil group for individual soil components is found in the National Engineering Handbook, Chapter 7 issued May 2007(http://directives.sc.egov.usda.gov/ OpenNonWebContentaspx?content=17757.wba). Three values are provided to identify the expected Low (L), Representative Value (R), and High (H). 1856 5th St, Springfield Engineering Properges-Lane County Area, Oregon Map unit symbol and PCL of Depth USDA texture Classification Pct Fragments Percentage passing sieve number— Liquid Ptasack loll name map ung %Vo 9Ie group limit y Ind" Umflatl AASRTO 110 3-10 4 10 40 20D land complex Inches Inches * Data Source Information Soil Survey Area: Lane County Area, Oregon Survey Area Data: Version 17, Jun 11, 2020 usDA Natural Resources Iiiiiiii Conservation Service Web Soil Survey National Cooperative Soil Survey Page 4 of 4 K01 In L -R -H L -R -H L -R -R L -R -H L -R -H L.R-H L -R -H L -R -H 119—Salem-Urban land complex * Salem 50 B 0-7 Gravelly silt loam CL -ML. A-4 0-0-0 0.3-5 55{8- 50-63 4560- 40.55- 2530 5-6-10 GG 80 75 75 70 -35 GM, GM, ML 7-26 Gravelly clay loam, CL, GM, A-2, A-6, 0-0.0 10.35 55{8- 50-63 40.55 20-43 35-40 10-11-2 gravelly silty clay ML, SM A-7 80 75 70 65 -05 0 loam. gravelly sandy clay loam 2560 Very gravelly sand, GP, GP- A4 0-0.0 10-13- 2540- 15-33 10433 0-5-10 0-744 NP very gravelly GM. SP, 15 55 50 35 loamy sand, SP -SM extremely gravelly send Data Source Information Soil Survey Area: Lane County Area, Oregon Survey Area Data: Version 17, Jun 11, 2020 usDA Natural Resources Iiiiiiii Conservation Service Web Soil Survey National Cooperative Soil Survey Page 4 of 4 K01 Physical Sail Properties—Lana County Area, Oregon Report—Physical Soil Properties Three values are provided to identify the expected Low (L), Representative Value (R), and High (H). 1856 5th St, Springfield Physical Sell Propertiea-Lane County Area, Oregon Map symbol Depth Sand Silt Clay Ill Saturated Available Linear Organic Erasion Wind Wind and soil name bulk hydraulic water extensibility matter radon erodibllily erodibllity density conductivity capacity group Index Kw Kf T In Pct Pct Pd i g/cc micro Msec In/In Pd Pd 119—Salem- Urban lard I Salam -- �0-7 -29- 153 '15-18-20'1.20-1.35 14.00.9.00-14.0010.11-0.14-0. 0.0 -LS 2.9 2.0-4.0. 0-7 .15 .28 13 8148 Il -1.50 17 6.0 +— ]-26-34-_3]- '2530-35 1.20-1.35 4.Ob9.00.14.000.09-0.134). 3.0.4.55.9 11.0.2.0- .15 '.28 1 -1.50 i] 3.0 t.02-1.60 26.60 -91- 2- 0-6-15 1.5 141.00.300.00.10.034).04-(). 0.0-L&2.9 10.1- .02 ' -1so Tos.00 '� os 1.0 Urbanlend Data Source Information Soil Survey Area: Lane County Area, Oregon Survey Area Data: Version 17, Jun 11, 2020 1,6Dp Natural Reaourcea Web Sail Survey 6/812021 Conservallon Service National Cooperative Soil Survey Page 4 of d 61 GEOMAX. Ino PORTABLE PENETROMETER "PEST 6/25/2021 806 N. Numb St. - 3:31 PM Cottage Grove, OR 97424 541.942.0126 CLIENT: Engage Architecture VICINITY: Springfield, OR Job No. V147 LOCATION: 1866 5th St., Springfield, OR. T.L.17-03-26-24-02700 TEST DATE: 612521 WEATHER: Clear, 79° TEST BY: rlc Test Location Reading Standard Average High Low Reduced Reduced Safety Est. Brg (TSF) Deviation (TSF) Limit Limit Readings Average Factor Cap (pat). l 4.5 4.5 Center of 4.5 4.5 lot 4.5 4.5 (12" Depth) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 45 4.5 45 4.5 45 4.5 45 0.00 4.50 4.50 4.50 0 4.50 3 3000 par Number oftesL 10 V147 POCKET-PENAls Page 1 of I rdr 62 Job Number: V147 Client: Engage Architecture Date of test: 6/25/21 Address: 1866 5th St., Springfield, OR Time: 12:20 PM Pipe size 6"x30" 6" exposed Test hole: 6"x24" depth due to rock at 24" Elaped Height to TOP Height to TOP StartTime EndTime Time (Min.) at start at end 12:27 PM 12:32 PM 5 5 5 5 5 5 5 5 5 5 5 14.25 in 20.5 12:34 PM 12:39 PM 14 19.75 12:40 PM 12;45 PM 14.75 20.125 12:46 PM 12:51 PM 15 19.875 12:53 PM 12:58 PM 14.375 19.5 1:00 PM 1:05 PM 14.125 19.125 1:06 PM 1:11 PM 14.375 19 1:12 PM 1:17 PM 13.5 18.5 1:19 PM 1:24 PM 14.25 18.75 1:25 PM 1:30 PM 14.5 18.5 1:31 PM 1:36 PM 14.25 18.5 Design perc. Rate, F.S.=3 51/3= Final measurement was used for percolation rate Peres Rate 17 in/hr 63 Statistics } 1.9 fc J.4 fc 0.0 fc N/A N/A Building B } 2.6 fc J.J fc 0.1 fc Description Sy.b.1 Avg Max Min Max/Min Avg/Min N/A N/A Duplex Unit } 0.0 fc 0.0 fc 0.0 fc N/A N/A Existing House } 1.8 fc J.1 fc 0.0 fc N/A N/A Parking } 2.8 fc J.3 fc 0.9 fc 8.1:1 3.1:1 5th Street Apartments 0 Photometrics Analysis 1866 5th St. V A 1s M A E s > it °.a a .o. _ v ..a _ s d _ i� - ;o In oa Designer p Date [ 10/29/2021 Scale Not to Scale ?� Drawing No. ° '° Summary t 64 Building A } 1.9 fc J.4 fc 0.0 fc N/A N/A Building B } 2.6 fc J.J fc 0.1 fc JJ.0:1 26.0:1 Driveway } 1.9 fc 4.6 fc 0.0 fc N/A N/A Duplex Unit } 0.0 fc 0.0 fc 0.0 fc N/A N/A Existing House } 1.8 fc J.1 fc 0.0 fc N/A N/A Parking } 2.8 fc J.3 fc 0.9 fc 8.1:1 3.1:1 Specifications EPA: 1.01 k' Sippedinrluded tmg Length: 33' P2 P5' P8 SOK 5000K Dark. Width: 13" WAS Wallbaxketi pen. Height Hi 7-1/2' P102 P122 osn. Height H2: 3-1/2" Weight 271bs (meal: UzzW D -Series Size 1 LED Area Luminaire /1 1 1 Neitee. A Buy American u rnre, M1P xntlelakrwmwswetleryymrear M,atieeevrenn. Introduction The modern styling of the D -Series is striking yet unobtrusive -making a bold, progressive statement even as it blends seamlessly with its environment The D -Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 75OW metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. • EXAMPLE: I LED P7 40K T3M MVOLT SPA NLTAI R2 PIRI DDBXD DDII LED Bill LED rar.A.Pies IDK 31100K 715 Typelslnr[ TSVS TypeVeeryslnrt' AIVOLi' Sippedinrluded P1 P4' P7' MR 41gOK (Aummotse) ISS TypeVslnrt' )VOH SPA S'Lat'lerr ig P2 P5' P8 SOK 5000K TN Typal TSM TypeVer ium° ETV -"i APA Aomdpokerr ing10 P3 P6' H' TNI Typellmedlum BW TypeVwlde' 120' WAS Wallbaxketi Rotatedapria INS Type III shaft BIC BadlghtmntmP 2089 SPOMBA SRI pole unirersal mounti,"per u P102 P122 TRIAL Type III medium MCO Lehmrmreum0' E909 APOMPA Read use un'r,eral un igAapmr' P112 P13'' T4AI Type IV medium BCCO Aighteoriereum0' 2n9 Sippedeiparanly TFTM Fortardthrov 3479 PAYSDDBXDO Mmtarressure,badetahunor medium 480' (spedfyfinhh)^ 9ryped'nstalled PIR HimMow merell nblenteema, 8-15' nwunolg he 'ht 9ryped'nstalled DDBXD Dark heave NRAln nLlghtAIR generrner2enabled ° a blwtttrver Redat5k'^a XS Horse-ddeshdld" DBIXD Blxk PIRHN NetwnK hlgMowmotbNamblwtremor" PIDI HimMow lmooNambientsema,lSaOlmunolg Might SF Sllglefiue(1N, ID, 34N)' Di Hatualaluminum a blwtttmnenbledat5h'0° PER NEW.,tlrckeseppdemly(mnlmhudeMttpemte)'" PIAIFC3V DF Daubkfutt (]D8, 240,48Oh' MIND Wake yin reeep y paa PEAS Hre pdeonl (mntmhonkredse rel"'a amblwtttmnemblNlatlksnau,8-1SmountligMight L90 lefimmtedodo' DDBUD Tmxredmnbmme p PEn Sereo-pinrxeppdeonly (mnlmisonkndreparme)"° Pill 8-bal mod Wambknserwtl5-3Omxandlg Mlgh, A90 Alghtmrnedone,2 DBURD Tenured blxk DAIG M11MdirrDrewits pulled outside turre neruse win an � amblwtttmnembledatlks" HA 50%artintpeadom' DNARD Tenured naturalnaturaleeremalm, ruludsepaatiy)" FAO Field adlustableoutpuPna I Bey Amareah)AaComplbnt aluminum DS Dirk lwith lI"aro 9rypeahmparatdy NiPall Tmxredwhke BS Blydspikes" ECS External glare shield '. L/THON/A One Gthenia Way • Conyers, Gwr, a 30112 • Ii 1$ 705,SEIRV 9378) • www.lid—, mm DS%1-LED ®21112021 AUW BremM reruns, lnc Al rli rerervad. Res(MlW1 P gat ef8 COMMERCIALOUTDCOR 67 Ordering Information Accessories o,x,�a,.aepPea�P=a3�ry OI1111FIIn Kamml-m,ragae pnvrvl= otunElsmuu Kamml-m,.aem". 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L/THON/A RwUP9f1, Paga2 an 68 0', thoma Way • Conyers, Georgia W2 - Prone 1r 7(a SERV 93711 • wmm.11th—, ,m Minimum AmeptahleOutside Pnl,Dlmenrmn DW -LED '. L/THON/A RwUP9f1, Paga2 an 68 0', thoma Way • Conyers, Georgia W2 - Prone 1r 7(a SERV 93711 • wmm.11th—, ,m 112021 AUJ1y BremM D9htlny im, Al rlgh.mnun d COMMERCIAL OUTDODR To we complete phaometric reporp ord—load.iee fle forthis peodp , visit Litfionie L'ghtln,Y D -Series Area suet Homepage. Iwka ,dla plobfor the DS%1 LED 60 1MQQK. Dielancasarain anile of mounting neigMQS). MEMEMNOMINEE EME ISIONEER 11 moommom M One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm /t \ PE i.APOS\III� II 111 1.l..ull�I. \...ME uINE .....u...; E 114 E1\\u_IIIm .,..�. 1 jF i00M ■o sNerzu ll.�ill.. 11N11 smINlm FIRE t[i 11111 M DS%1-LED '. L/THON/A Re CrE1921 ga3 de 69 One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm /t \ PE i.APOS\III� II 111 1.l..ull�I. \...ME 1`OyD� EIl.Yllm E 114 E1\\u_IIIm .,..�. 1 jF .n'�+'EM ■o 1111 ON t[i 11111 FAM 111(1111)1 SIM 111111 lne�i�.. ..��... �. 1181111 11111 DS%1-LED '. L/THON/A Re CrE1921 ga3 de 69 One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm /t \ PE i.APOS\III� II 111 1.l..ull�I. \...ME 1`OyD� EIl.Yllm E 114 E1\\u_IIIm .,..�. 1 jF .n'�+'EM ■o 1111 11111 DS%1-LED '. L/THON/A Re CrE1921 ga3 de 69 One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm PE i.APOS\III� EMEM1E \...ME 1`OyD� EIl.Yllm E 114 E1\\u_IIIm .,..�. 1 jF .n'�+'EM ■o 1111 11111 t[i 11111 111(1111)1 SIM 111111 �. 1181111 DS%1-LED '. 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L/THON/A Few, UP9f11 ,.6d8 70 Fddg owhleouSutdedarclaleiinni Nlwsthelumensremhem6rdAkdiraned, FWdrvire fvumtinse. w thothrrwedsoplonM Iuminalre;wlredmlhedeXeedlmdn,ii i medvelyRlmmingthellghouqut. neallM1eO-IDVledk 05 0dcerswirN iMelerhnlYN5W50 lheluminaire'ewood mtxnspwwMe,i,uiB, Me rhetl Ndduers pe Ywrt N9u Iwosepsoneywe¢M1eddouns.(wader n nire¢lMim al bwd,kr`Anaoperaf ryjQllxAaa mnre[nRMeecemernx'roe. RASARRI MiNAe9plaaallee�Ode (arhwdhkwlMSdndardtw611hd, btudN hrde9wdawn operation, oradudoed,wBd rade ]wstbdp ntedkwAasOLL%ik %nl85bdlmming l®esondtiver, Pln6&1 d,i` tatpondi ludlmmingsignl5. valnANmntmlmdesoAas919M inside luminaires NAa%%1 MoOmsamaxih Negralplmadl. Who WrtirartdmwM1en noosapa¢yeskhRM. MUAy(m0ok5A6A Also as,dahlewnh PlRH1KW when the sensor blSrtamtiy;%%Ib15-30 rtarliy de[aell esudefwdu#todomhoperaYw Ni P%IN M19FINAeral'kdludrarebrtr4mmerq FbtimadaRBentlightsensing wit tenon response SdelulNdimmiig wRM1 mo[onsenwrocer-ddewFen NigM1txr506A d19htAlRsenwrson hpmgrammedad randsered d QntarellydwreMaRmmuNoOm vdrelmlY,nonentl tothe dL,ht(dYnse. Yonhe9uM eFg Oe(INPoq Floyy 05X1 -LED '. L/THON/A Few, UP9f11 ,.6d8 70 One Gthonie Way• Conyers,Gw,,a 311112• Phone: 1$ 7(] SEW937B •w•mn.Iith—o— ..11t21A— Bmnd D9hd, Inc Al rl9Fp didi COMMERCIAL 01 Performance Data Lumen Output Wnren va lu..an hom PM,m ,m.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlw mnfigvalimaeMxn, wiAn Yie ylanmallmwdby Li ne, FeN WMeg 4Mrybr P.rfu,man<. darn oa am.od'.n—not dwww e... 31 One Uthonia Way • Conyers, Georgi a W2 • P'mne: 1�70SSEW 93781 • www.feFoniamm 530 % 5Nl 115 M M 135 MM 14N 1nM 14 1555 15N 150 W( Ill0 RN 6357 6950 3 6279 bde R 6M 67R ]e 6]11 V% 99 IM ;99 2 2 1 2 1 1 1 l 2 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 1 2 2 2 2 0 1 1 2 1 2 2 IID 119 IID 116 IA 117 IA IN IN IN a e R 11 6,956 6,919 bed 6,%7 6,96] 6216 6,963 ],Nl ] 7R9 7,182 S,TN d 4N8 2 2 2 2 1 1 1 3 2 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 0 1 1 2 2 2 2 129 129 129 125 129 126 129 139 IN IN IN 79 ]9 79 ]p3] 7AN ]% ]A4 7A% 6901 73M ]j0 730 ],RI ],R3 4X2 d 2 91M 2 2 2 2 1 1 1 3 2 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 0 1 l 2 2 2 2 130 130 131 127 131 128 131 136 136 135 135 107 M 30 510 % ]pW 115 2 0 2 118 8176 2 0 2 IR 8,99 2 0 2 129 12 RS "a 2 0 2 118 8A77 2 0 2 IR Beg 2 0 2 128 a 2 0 2 118 8323 2 0 2 IR 9,756 2 0 2 129 735 By U21 2 0 2 115 8XI 2 0 2 IB 8,]51 2 0 2 125 63 2 0 2 118 I 2 0 2 IR 9 d 2 0 me 2 129 lYA 2 0 2 115 I MM 2 0 2 IN 8,818 2 0 2 126 TIM q25] 2 0 2 IIB Bp96 2 0 2 IR 9, 2 0 MV 9A% 2 129 1M q5W 3 0 0 123 v52 3 0 0 132 9,369 3 0 0 134 155 0 3 0 1 IB 9 9 3 0 1 132 M 3 0 1 134 15M 8573 3 0 l IR 9X6 3 0 l 132 MB 3 0 l 134 15W 8517 3 0 l IR 9,175 4 0 l 131 9j91 4 0 l 133 W 6;70 I 0 2 97 ] 3 I 0 2 IM ] 86 I 0 2 IN WE0 5A38 1 0 l R I 57 1 0 l 78 1 5A6 1 0 l 9 Wo 5338 1 0 l R 5A7 1 0 l 78 5396 1 0 l 9 31 1050 % low 115 1101 l 0 l In 1 11561 3 0 3 Ila R,RI 3 0 3 125 M II 2 0 2 114 12 3 0 3 123 1270 3 0 3 125 RM II,]e 2 0 2 115 I2b13 2 0 2 IN 12,7R 2 0 2 125 735 IIjN 2 0 2 111 12j15 3 0 3 120 123M 3 0 3 121 TIM 11 2 0 2 115 12,5V 2 0 2 123 I ]Q 2 0 2 125 1Q1 IIA26 2 0 3 112 12,3N 2 0 3 121 12,465 2 0 3 122 TIM IIA73 2 0 2 114 1255 2 0 3 123 IZ7M 2 0 3 125 15y5 11,14s 3 0 1 119 1308 3 0 1 118 Iva 3 0 1 131 14 12,150 3 0 1 119 1309 3 0 1 118 I % 3 0 1 IM 15M 12,119 4 0 2 119 13356 4 0 2 128 IV21 4 0 2 131 15W 12M 4 0 3 118 12,e0 4 0 3 127 I;IN 4 0 3 129 W 9 0 1 0 2 M 1010 1 0 2 101 Illas 1 0 2 IN LM 7,111 1 0 3 70 ]b]1 1 0 3 75 ]]e 1 0 3 % KM 7,111 1 0 3 70 ]b]1 1 0 3 75 ],]e 1 0 3 % M 12% % I25W 115 13 35 3 0 3 107 Id 3 3 0 3 116 l 57 3 0 3 117 RS 13,121 3 0 3 107 14,158 3 0 3 116 14641 3 0 3 117 RM 1335 2 0 2 IN 1432 3 0 3 116 14716 3 0 3 118 735 13361 3 0 3 105 1404 3 0 3 113 14252 3 0 3 114 TIM 13 ] 2 0 2 IN 14 2 0 2 116 I I 2 0 2 117 1Q1 11165 2 0 3 105 14,182 2 0 3 113 143Q 2 0 3 115 TIM 13A1? 2 0 3 10 I4,IM 2 0 3 116 MAA 2 0 3 117 TM 11M d 0 1 112 15 d 0 1 121 1% d 0 1 122 14 11M 3 0 1 111 15 3 0 1 111 I 71 3 0 1 111 15M 11%3 4 0 2 112 15312 4 0 2 120 ISX3 4 0 2 IR 15W 13972 4 0 3 111 14,M 4 0 3 110 15,133 4 0 3 111 W II 2] 1 0 2 M 11 9 1 0 2 95 I N 1 0 2 % KM ION 1 0 3 E6 9AW 1 0 3 71 9951 1 0 3 R 8((0 955 1 0 3 9 8,839 1 0 3 ]I 9951 1 0 3 R 31 IMs PS 13M 115 14 ]9 3 0 3 IN 15 14 3 0 3 115191M 3 0 3 116 M 14 d 3 0 3 IN 15,9] 3 0 3 114 3 0 3 116 RM 14]39 3 0 3 107 15,8]8 3 0 3 115 3 0 3 117 735 14X4 3 0 3 103 15,38 3 0 3 111 3 0 3 113 TIM 14;M 2 0 3 107 15 3 0 3 1153 0 3 116 1Q1 143M 2 0 3 IM 1535 3 0 3 111 3 0 3 In TIM 1405 2 0 3 IN 15,830 3 0 3 1151 3 0 3 116 1M 15A3 4 0 1 111 16 4 0 1 119 4 0 1 111 155 ISX5 3 0 1 111 16AR 4 0 1 1196 4 0 1 121 15M 155] 4 0 2 111 16935 4 0 2 119 4 0 2 121 15W 15157 4 0 3 110 1 M 4 0 3 1184 4 0 3 IM W( 12318 1 0 2 87 q99 1 0 2 W3 1 0 2 95 LM 8,%5 1 0 3 65 9,65] 1 0 3 M 1 0 3 71 RN 8,%5 1 0 3 65 9,657 1 0 3 M 1 0 3 ]I DS%1-LED '. L/THON/A Rw W9m gas eF8 71 One Uthonia Way • Conyers, Georgi a W2 • P'mne: 1�70SSEW 93781 • www.feFoniamm L/GNT/NG. 04111W Hewn ar-146 L,,hl , me. Al r,gh.,e.ered. COMMER11 OUTDOOR .. . Lumen Output Wman va luar are hom plwmmmir inn parbmwd inemr6rce wilM1 IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n IM1e ylanmallmwdby Li�liy Fam. Wmaa Yaory br p.�b,marc.dara oaam rca69�nti�rct4w»nM.. 05%1 -LED '. LIMUMA RwUP9M Papa 6 d8 72 IIIO I6 CX11221A—WB—m D9Ftl, lnc Al rl9hb rerervad. COMMERCIAL OIITDWR 751 3 0 3 IW19;18 3 0 3 II] 19,]59 3 0 0 3 118 735 3 0 3 IW 18,98 3 0 3 11] 1938 3 0 3 118 3 0 3 10] 19 3 0 3 11] 19 3] 3 0 3 119 19 3 0 3 113 19,7R 3 0 ,19 3 0 3 105 7TW 3 115 191)" ,(Ai 3 0 3 IW 18A5 3 0 3 11] 3 0 3 116 99 3 0 3 106 IB 5 3 0 IU711 110 I ]1 3 0 116tl b]] 3 0 3 IW 3 0 4 11] 3 0 4 118 2IvnUM 0 0 1 113 I9 1 83% IM 0 1 Ill 1 1 Ifl 4 0 2 113 19,816 8390 16 4 2W 4 0 0 2 12] 2UI6 2 Ifl B 4 0 ] 113 19 ]E6 4 0 ] I20 ] I6 4 0 ] Ifl 5 29 5 19736 5 0 3 IID 19,885 5 0 5 0 3 5 3 in 99 n( 10;99 2 0 2 89 15714 2 0 3 96 1409 2 0 3 1ls,iiIIs1.761 L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0 3 n R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 2 0 3 n 11 tl 1101 ry 18314 TISus 19j27 3 0 3 105 A,]I2 3 0 3 113 269]5 3 0 3 115 RS 19 3 0 3 105 A 3 0 3 113 2 95] 3 0 3 110 5 RM 19,315 3 0 3 105 A,A7 3 0 3 110 2M% 3 0 3 115 ]35 la&s 3 0 3 102 A,n1 3 0 3 110 21396 3 0 111 ]3M 1938 3 0 3 105 3 0 3 113 21,L53 3 0 3 3 115 2M,746W% 111 2 53 3 0 11M IB 3 0 103 2 96 3 0 112 TIM 1936 3 0 4 105 21714 3 0 4 113 21996 3 0 4 115 1 0 1 118 21;3] 1555 0 1 IN 21$14 1 0 1 1 119 MM0703 4 4 155 A 3 0 2 4 21 1 1 0 2 118 21 1 1 0 2 119 4 1 0 2 10] 21M7 5 0 3 118 21]93 5 0 15M 1 IN 3 119 1m IUM 5 0 3 IW 21306 5 0 3 21756 5 0 n 3 118 93 n( 15,]80 2 0 3 86 16,9* 2 0 3 93 1]31 2 0 3 91 1((0 II]1] 2 0 3 61 12 2 0 3 69 1] 2 0 3 A ] 0 3 69 ] 0 8((0 11,]14 ] 0 3 61914,7%2 3 11 Po 105) ry 20TH 115 2];91 3 0 3 3 0 3 11] 24535 2pm 3 0 3 119 ]b ] 3 0 1 IN 3 0 1 11] ] 3 0 1 118 IN 2]$8] 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0 M 3 119 TVIAIS ]b 21570 3 0 4 106 3 0 4 111 23558 3 0 4 115 ]3M 22327 3 0 4 IN 3 0 4 11] 245]5 3 0 4 119 11M 22A38 3 0 4 IN 3 0 4 115 2 1 3 0 4 116 TIM 22313 3 0 4 IN 3 0 4 II] 2'. 3 0 4 119 1555 23;15 5 0 I 113 5 0 I m 25$® 5 0 I IB 155 23,134 4 0 2 1134 0 2 I22 2 N 4 0 2 IB 15M 233]4 5 0 3 1131 5 0 3 m 25,1W 5 0 3 IB 15W fl31 5 0 4 n26 5 0 4 n1 25332 5 0 4 1a n[ IB 8 2 0 3 892 0 3 96 2 136 2 0 3 97 L((0 1335 2 0 3 E66 2 0 4 ]1 14M 2 0 4 72 R(0 1335 2 0 3 E6 14,796 2 0 4 71 14M 2 0 4 72 0 12% P9 NIW 115 25$]5 3 0 3 IN127�n3 1 3 0 2],501 3 0 3 116 us 25 3 0 4 IN 3 0 2] ]1 3 0 4 116 VIA M5 3 0 3 10] 3 0 28014 3 0 3 116 ]35 moo 3 0 4 1031 3 0 1 2],130 3 0 4 113 ]3M 25 1] 3 0 4 IW 3 0 2] 3 0 4 116 11M 2 1 3 0 4 IM 3 0 I] A 3 0 4 113 TIM 25,602 3 0 4 106 3 0 11,98 3 0 $4119 4 116 1M 266]6 5 0 1 110 5 0 29/W 5 0 1 121 14 2 4 0 2 111 5 0 2 A 5 0 2 121 15M 26.581 5 0 3 110 5 0 29591 5 0 3 IA 15W 26;06 5 0 4 110 5 0 8 298W 5 0 4 IA n( 20 2 0 3 8] 2 2 0 2% 2 0 3 95([0 15719 2 0 4 65 5 2 0 A((0 15719 2 0 4 65 5 2 0 npH 2 0 4 n 05%1 -LED '. LIMUMA RwUP9M Papa 6 d8 72 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth—,mm CX11221A—WB—m D9Ftl, lnc Al rl9hb rerervad. COMMERCIAL OIITDWR Performance Data Lumen Output Wman va lua•are hom plw[omNi�inh parbmred inemr6rce wilM1 IFSNA IM�Ti%. Data'amrm4aad m ba ragnmletrve dtlw mMgvelimaeMxn, wi1M1'n IM1e ylanmallmwdby Li�tiy Fam. Wmaa Yaory br p.�b,marc.dara oaam ro�es,,.Liw�rcLsw,mn... Po 90 %0 IO6W 115 W-zw 3 0 3 IN 13,950 3 0 3 133 1458 3 0 0 3 133 II ]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0 d 133 114,1&40 RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0 3 136 ]35 1186 d 0 d I 13,754 d 0 d 130 1 d 0 d 131 BM 1;193 d 0 d INN 13,913 d 0 d 132 1410930 d 0 d 136 11M 1979 d 0 d IR 13,945 d 0 d 134 14121 d 0 d 133 1nM 13379 3 0 d III 13315 d 0 d 135 14386 d 0 d IR 1555 133]] 3 0 1 125 3 0 1 135 14513 3 0 1 14 13,960 3 0 1 125 13Nd 3 0 1 135 14365 3 0 145 1 1IM % 1% 154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0 4 18 1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0 3 135 61[M 3 0 3 3 11,]99 3 0 3 III II,BW 3 0 3 IR 73 0 3 A 87 LM ]069 I 0 3 ]3 Mq 0 3 Po 4 3 0 3 73 M. 3 0 3 d 0 RN 4 d ]] Po 701 %1 13TH 115 16556 1655 3 0 3 141E10AR2 3 0 3 13 130 IWI d 0 d 1% 1796 RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0 d 131 RM 16,758 d 0 d 144 d 0 d 134 d 0 d 1I"al728 ]35 16,75 d 0 d 118 d 0 d m nbN d 0 d IIB N IN ]3M 16,]18 d 0 d 122 d 0 d 132 Ig2]1 d 0 d 133 118 16A2 d 0 d 140] d 0 d 069 17946 d 0 d 131 1nM 16,85] d 0 1 123IkI% d 0 1 133 18389 d 0 1 IN 1555 16,96 d 0 1 IN] d 0 1 133 18518 d 0 1 135 155 16,82 d 0 1 IN3 d 0 132 4 d 0 134 2 19 4 d 0 158 ION 4 0 4 IN d 0 4 134 4 2 133 1M 1665 3 0 3 IR6 5 0 3 18,193 5 0 18 3 133 IN 610 14815 3 0 3 1015 3 0 3 IN 11103 3 0 3 110 1000 9 0 3 744 4 0 3 78 IVR 4 0 3 8000 9675 d 0 d 74 10,638 d 0 d d 0 4 4 A n Po 1050 %4 20TH 115 22,996 4 0 4 111 N53 d 0 d 12 120 25,L91 2W d 0 d m IN 2W 4 0 4 110 MAI 5 0 5 119 99 5 0 5 17 RM 235]] 4 0 4 In 605 d 0 d 121 2V934 d 0 d IN ]35 22563 4 0 4 10] 5 0 5 11] 2454M 5 0 5 119 MAI ]3M 23563 d 0 d 112 d 0 d 121 25,95 d 0 d IN Ifl 118 22A24 NIX 5 0 5 110 N 5 0 5 119 2 5 0 5 17 Too23519 5 0 5 113 653 5 0 5 122 2559M 5 0 5 IN 1555 ] 5 0 1 113 6531 5 0 1 IN 25,]065 0 1 IN 23 155 23 d 0 2 113 6187 d 0 2 122 2 06 d 0 2 IN 158 BX4 5 0 3 113 6,181 5 0 3 144 259) 5 0 3 IN 1563 fl,165165 5 0 1 N194 5 0 1 RI 45,9]1 5 0 1 106 3 610 19 I 4 0 4 ]I] 4 0 4 ILO 2079 4 0 4 101 LM 13,fl4 2 0 3 147% 2 0 4 ]1 14%3 2 0 4 ]2 KM 13,]16 4 0 4 13,]7 4 0 4 ]1 1463 4 0 4 ]4 60 I2% P13 BIW 115 2557 d 0 d ]361 d 0 d 118 4],]63 d 0 4 17 RS 6 4 5 0 5 ] 0i 5 0 5 118 2]550 5 0 5 119 RM 25,]10 4 0 4 ],696 4 0 4 17 48M] 4 0 4 121 25 $Bn 5 0 5 ]® 5 0 5 116 4],144 5 0 5 11] ]3M 6 5 5 0 5 ] 5 0 5 17 4881 5 0 5 121 J93717 118 4 10 5 0 5 ]158 5 0 5 118 5 N 5 0 5 119 418 25,861 5 0 5 8,860 5 0 5 121 28)12 5 0 5 122 1M 26 5 0 1 M06 5 0 1 121 2MII 5 0 1 123 14 2 24 4 0 2 R 19 5 0 2 120 2 IR 5 0 2 122 15M 25,818 5 0 3 RA13 5 0 3 120 28,165 5 0 3 106 IN 25586 5 0 4 8,563 5 0 4 119 2]912 5 0 4 121 610 21 41 1 0 1 06 2 4 0 4 99 215401011000 15,1]0 2 0 1 16}9 2 0 4 ]I 16.59:::52::::1:::00::::1:::44::::R 7(00 15,150 5 0 5 E6 I6,R1 5 0 5 ]1 16.58 5 R DW -LED '. LIMUMA RwUP9nl P, 298 73 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm ®IDII-ID21A-1yB-m D9F11ny lnc Al d9Fp rerervad. COMMERCIAL OIITDWR FEATURES & SPECIFICATIONS INTENDED USE Thesleek designof the D-Seres Size 1 reflectsthe embedded high performance LED mchri It is ideal for many commercial and monblpal applicatbre, such as parking lots, plazas, campuses, and street5capes. CONSTRUCTION Singlepiecedie-cast aluminum housing has integral heat sink fins to optimize thermal managementth rough conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the casting to promote lox operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (101 fix) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled muLii -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both to cured and non Textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3000 K 4000 K and 5000 K p0 CRO configuratbre. The D -Series Size 1 has zero uplight and qualifies as a Nighttime Friendly"" product, meaning it is consistent with the LEED' and Green Globes" criteria for eliminating wasteful uplight. ELECTRICAL Light engine config uratiom consist of high -efficacy lEDsmounted tometal- core circuit boards to maximize heat dissipation and promote long IRB (up to LW100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor X90%, THD <p%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 1 DkV surge protection device meets a minimum Category C Low operation (per ANSWEEE C62 412) - STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with 0-10V dimming drivers. Dusk todawn controls can be utilized via optional NEMA twist -lock photocell receptacles. Integrated motion sensors with on board photocells feature flelcladjustable programing and are suitable for mounting heights se to 30 feet. nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with might® AIR for the ultimate in wireless control. This powerful controls platform provides outof-the -box basic motion sensing and ph onocomml functionality and is suitable for mounting heights upto40feet. Once commissioned using a smarcphone and the easyAo- use, CLARITY act, i -Light AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment Scheduled dimming with motion senor over -ride can be achieved when used with the nLght Eclypse. Additional information about TFIght Air can de found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Semis Size 1 to withstand up to a 3 0 G vibration load rating per ANSI C136.31. The D-5aues Size 1 utilizes the AERIS'" series pole drilling pattern (template #B). NEMA phomcontml receptacle are also available. LISTINGS UL listed to meet U.S. and Canadian standards. UL Listed for wet locations. Light engines are IP66 rated, luminaire Is IP65 rated. Rated for A minimum ambient. US Patent No. D672,492 S. International patent pending. DesigniLghts Consortium® Pi Premium qualified product and DLC qualified product Not all versiore of th6 product maybe DEC Premium qualified or DEC qualifiedPleasecheck the DLC Qualified Products List ate,gnlghtsvrq/ QPL to confirm which versions are qualified - International DarkSkyAssoci ation (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3001 color temperature only. BUYAMERICAN Product with the BAA option is assembled in the USA and meets the Buy Ameri<a(n7 government procurement requirements under FAR, DEARS and DOT. Please refer to www.acwrybrandscom/buy-american for additional information. WARRANTY Syear limited warranty Complete warranty terms located at: — ac, i imand scom/su poo Nastomer-suppoWterms- and -conditions Note: Actual performance may differ as a result of end-user environment and application. Al values are design or typical values, measured under laboratory conditioner at u C. Specificatiore subject to change without notice. DSX1-LED '. L/THON/A RauW/19/21 B7B 74 One Gthonia Way •Conyers,Greg a 3]1112•Prone: 1$l17OSSERV(73I8)• www.lehoniamm ®ID11t.1A-1y BreneM ugatlny lnc Al rights rerervad. COMMERCIAL OUTDWR MM6 Specifications KA \-• LED Wall Luminaire "' (M 0 Length: 4 Shipped installed 9iiMedilntalled BOM o,a. IID' (blank) Sudaee Wldeh: 12' SF SIn9gIeh4(120, Di oxama 4L moundng Height: 5' 271 or347V)l DM nz]ma 240, Weight 19.7165 Ne -.e areppdeonly DF �� IIIIIIIIIIII'411111111111 Catalog Nombe, Nines Ty, ,rrusn rb,mn nrgn,r ern ru r,n,et,b n,—r,z cam. Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • Al confgurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol Interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM® or XPointTM Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit wwwaclitybrands co, 1. See ordering tree for details. ® M[apahleaptimsirdirmd �..�..._ bytivsmlarWd9wrtl. • EXAMPLE: KAM LED P3 40K R3 MVOLT DDBXD KIM LED KAXWLED Pt IDX 3000K n T,,3P2 40K MOOK R4 Type4 P3 WK 5000K MVOLi' Shipped inaluded Shipped installed 9iiMedilntalled BOM Darktmv, IID' (blank) Sudaee PER HFMAtwht ludixeptedi SF SIn9gIeh4(120, Di Black MB` moundng (mntmhonkredsepaare7u 271 or347V)l DM IAwal 240, braeka PEn Ne -.e areppdeonly DF Daublehe(208, aluminum (mnnolsodead5epaam)s' 240or4WW' MHXD White 222 PEW Seuemvnie ixepprkonlyy HS Housesae MSXD Sa�mre 347= (mntmis onleiedsepaate)s' seld`o 480' PIP Iff moaoNamtient light ICE LenCMauit DDRFXD Terturedaark rw"Iyrrghta Entry" true FAO F'eldedllutnbleacti RCE Right0c,cit DBLBXD Totedblad PIRH BI-kcel, mut.,sir knt4mq Entry11 DNAIXD Totednatial 15-Mmounting Might, ambient aumnum ercbltdat5c' 9ippedseparkeelr MHOXD Totedwhite PIRIFaV Bi-kcel, mot.,sir ntsema, RSW Bid -deterrent MOD Tortured &15'mounttl'��gh igha ambient spikes10 ,arakah. ff RES Ertermll glare PIRHIFCW BI-krel, mot.,sir ntsema, seldn 15-Mmounting Might, ambient Reareiabltdat,fsa `gmEs 1 MVOLT driwroperzto on ay ll—hags fmm 1 AccrrV ISLAM Hz,. 2 Vbtc,chble In Ne Pl perfomarce pttbge. 3 Vbtc,—blewith ROAM®. seePBI-PEN]opton. 0 PM[aell orderN ands6ipµdmaseparmellne'nor Lon Pairy 6eM Certo,. seeA-- irk imatic r. 5 NROAM®mde,ryuirtd, l[ iv[6earderNaM abigred ese vepae4 em fmm Am'r &D, Certo,. 6 spx[fio[M Semen-1,D—,d DP mntrol;rxOu,War Cantml ai,it i6 Dimmiyddw Ra,ai—.rvatewi,,i iib PERSar PEP]. Mm[speaFy ID)Var2➢V Requim PERo, rep,aboJ aF. ] Pbt-4lhIIhh PEMWPER]aplon. 8 MutgxilylA, 2Z],o31]Vopton. 9 Mutyresily 20B, 2<O, oiB]VOPton. 10 A6oavi b p,abxcevwy;rxl'ev l,d�,meton. 11 Ry,m,do, s,Mpled M'FML,a,a,ightfir 12 Pasor PE Rp. Qbred eM Apped ma s.pa,ab Ilre It.n M1nm MuTy &aMr Wimoly '. LIMUMA ore mhoma Way- eoryers, Georyia 30012.Phone 801279.8041 .,..,,,.,.hIh—,c or, L/GNT/NG. VMl1-2019Acuily Bance Light, lnc. Al rights reery Accessories Ortlz.,dantlAPpetlrepmmly gur. 1510 flokW-541,dNoeQAI]N," MU34cF15L01O flokW-541,dNoeQW1" Mu 150Jeu mums-s4lwaumluovl" csI.50%n Slonng,ae ..n U H.- 1, .,1 %P%W.S U &A-Eehmni,ylb, %P%Wr45n at, (glare a,dd KA W"LED Rcu0J1V9 Page1 of 75 Performance Data Lumen Output L—wF en Lon -6IFSNA--d-ed Lo benpereMeLre d 1. mdn—triose ,.0-1 blaarwellwed by LgMiy Fx6.0 n-thda brprlomerce dM of my w4gnm— not Aam bm. Lumen Ambient Temperature (LAT) Multipliers Uud Yaonm nk ne nletrve Fmmon nbrewngeenblmt WngieNw ion 650°C 1311AF1. $bgded nl4lrcl W e xirve dyrcmia tenyereNe remit'. ® Pt Pz Pi Electrical Load Projected LED Lumen Maintenance u000 moon tmpm Nl.ga �neg �nm W—k,Wd—din, W IF MTM3141 nWnxnIn,yndwldW nMTC A .ummn F,t— mdmwmNYAyMdange -m- '. L/THGN/A one mbon, a way• Conyers, �oyla W2 -Prone: 8002 9.8041 - n.,,w I,tnonia<om Ivaw-Leo ..11-019A— BremM LI Fdn AIr Fterererved- ow WP o19 L/GNT/NG. n s s� s a.gez da 76 PI Projected LED Lumen Maintenance u000 moon tmpm Nl.ga �neg �nm W—k,Wd—din, W IF MTM3141 nWnxnIn,yndwldW nMTC A .ummn F,t— mdmwmNYAyMdange -m- '. L/THGN/A one mbon, a way• Conyers, �oyla W2 -Prone: 8002 9.8041 - n.,,w I,tnonia<om Ivaw-Leo ..11-019A— BremM LI Fdn AIr Fterererved- ow WP o19 L/GNT/NG. n s s� s a.gez da 76 Toseecomplete ,dtotomebicmeports or download. es flee fwthos product, visit LitAonia Ughtl WOV homepage. 15ofoWwndla plg5 for that. LED 13 . DI54ncsa ara'm units of mounting height 01. NONE NONE MEMPERNME ■rrAerag■■ ■■01Esria■ E■E..■■■ _ ■■■■■■ . ■■■■■■ FEATURES & SPECIFICATIONS INTENDED USE Th faawario,, lam ambodimthe holeatle lloffunmarelirywitha a rdinaryeff ywtich myo,lication efloargpmriding h,hlavalsdIigMlor minimal cmt�acA lybr build'ng-rountaddoonuryandpalwas IlIwars ionon naarlyanytpadfasoh, CONSTRUCTION TM1adleugalum mM1ousin. has meoral heat W sink fins to tm maog iattarmal ama O rom,h cord= endo cooling. TMa modu6rdmlgna11onfor aadm andfut rat llgttanglna lograda, TheLEDdrlw 411ad l na 5eparae,hr thermally -late It from the fort e,go- forlow pencadngierperaWre and long lila .The homing Izo m,lc4ly-a1eJagalnz[molaureand envlmnmental mn4minam511 P65? 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OPTICS Indlvlduallyformeo llclenaa,are engineered for supedora pllwtlon affidanq wmCh mS iM1a light In the arca where it lz mot needed- Dghtanglnaaarea,ed*1B'N30)U K 4WgKor5NUKLmini mumhr CRIonfiguretiom The I M1aSearoupllghtandquallfiesas a Nighlb-Friendly"prMutl ning it 5 omm atantwith the LEELPand Green Glcbas critaiaforalimmatinga lmpligm NONE N7E ■■■ENE■ mom E■■ Ei ME■M . 0 iiii iir ON 10 NO■ir ON■■ NOON■ INTENDED USE Th faawario,, lam ambodimthe holeatle lloffunmarelirywitha a rdinaryeff ywtich myo,lication efloargpmriding h,hlavalsdIigMlor minimal cmt�acA lybr build'ng-rountaddoonuryandpalwas IlIwars ionon naarlyanytpadfasoh, CONSTRUCTION TM1adleugalum mM1ousin. has meoral heat W sink fins to tm maog iattarmal ama O rom,h cord= endo cooling. TMa modu6rdmlgna11onfor aadm andfut rat llgttanglna lograda, TheLEDdrlw 411ad l na 5eparae,hr thermally -late It from the fort e,go- forlow pencadngierperaWre and long lila .The homing Izo m,lc4ly-a1eJagalnz[molaureand envlmnmental mn4minam511 P65? FlNGN tat porpam rperor redbya -infused Super Durably At,ghtly tpowdarmtage iM1atprwides aper e5iaan aM waatM1aring Atightlyco rolled multictya pores m3mlktM1ld mp lorafinlSF thea wlth54nd aaramadlmaa dangys wlihoutuacking orpeeling.Amllzbly in WiF taaured and non taaured finI5M1e5. OPTICS Indlvlduallyformeo llclenaa,are engineered for supedora pllwtlon affidanq wmCh mS iM1a light In the arca where it lz mot needed- Dghtanglnaaarea,ed*1B'N30)U K 4WgKor5NUKLmini mumhr CRIonfiguretiom The I M1aSearoupllghtandquallfiesas a Nighlb-Friendly"prMutl ning it 5 omm atantwith the LEELPand Green Glcbas critaiaforalimmatinga lmpligm ELECTRICAL LightangoaWconfigmalio atd M1igM1effi yLENe u,tdWma ll bwrda to maximize M1aa dlzzlpalonand pompe long Illalup to>LBN1N,Ng May. Clas 1 alatlronic drivers aradasignad m Frvea I*+warbtlor>9PM, THD c3PM, and an agreclad lilad iN ON M1ours. INSTALLFTpN dudad wall mount platalttilltaes aquickand aay'm5411aton. Mounting Wltsfaaurea iNDM1oursslJog fims, Optionalbl-lesal motion 5anmr and NEMA3.5 or 7pin tvi5t lock phoboontol rarep ro h. a re alsoavailabla. LGTINGS CSA LIgad for wet lastiana. boo englties and aleadul oompanmant are IP66 rated .Rated for 4mmeratures as Iowa -0PC minimum amrblent D ,gnLights Conwrtium°LDLQqualifiadprodua Notallvarsiomofth,sproduol DEL fiquaµified. Plead clack the DLCOualifiad Roducts Lia awwwdeignl'aMao NOPLW qualified WARRANTY 5-yearhomoolq Complete ostaory termslocatad at w waculnbmndsm 7cuav umMourc artumma and mnmdonxaov WWActualpadormancamWdiflerasamoulteland-ureranvironmantandgpllution All valvas are design orrypiul valuescured under labs., mndition5 at 45'C. 5pacifiost ons wbjea to change withowmmos. '. L/THON/A One Lthonia Way•Conyers,Georgia30012• Phome:80oz7v8041.,..ww.hthoniaconn Knxw-LED ®IDII-2N9Acul Erm,aLhin hlarererved- Rw4A1t19 L/GNT/NG. n g s nrAld - g Paga3 d3 77 ■■■ENE■ Ei ME■M . 0 ON 10 r....111, ■�nEErnEE ONFrnE EMEaEE ■■■■■■■■ ELECTRICAL LightangoaWconfigmalio atd M1igM1effi yLENe u,tdWma ll bwrda to maximize M1aa dlzzlpalonand pompe long Illalup to>LBN1N,Ng May. Clas 1 alatlronic drivers aradasignad m Frvea I*+warbtlor>9PM, THD c3PM, and an agreclad lilad iN ON M1ours. INSTALLFTpN dudad wall mount platalttilltaes aquickand aay'm5411aton. Mounting Wltsfaaurea iNDM1oursslJog fims, Optionalbl-lesal motion 5anmr and NEMA3.5 or 7pin tvi5t lock phoboontol rarep ro h. a re alsoavailabla. LGTINGS CSA LIgad for wet lastiana. boo englties and aleadul oompanmant are IP66 rated .Rated for 4mmeratures as Iowa -0PC minimum amrblent D ,gnLights Conwrtium°LDLQqualifiadprodua Notallvarsiomofth,sproduol DEL fiquaµified. Plead clack the DLCOualifiad Roducts Lia awwwdeignl'aMao NOPLW qualified WARRANTY 5-yearhomoolq Complete ostaory termslocatad at w waculnbmndsm 7cuav umMourc artumma and mnmdonxaov WWActualpadormancamWdiflerasamoulteland-ureranvironmantandgpllution All valvas are design orrypiul valuescured under labs., mndition5 at 45'C. 5pacifiost ons wbjea to change withowmmos. '. L/THON/A One Lthonia Way•Conyers,Georgia30012• Phome:80oz7v8041.,..ww.hthoniaconn Knxw-LED ®IDII-2N9Acul Erm,aLhin hlarererved- Rw4A1t19 L/GNT/NG. n g s nrAld - g Paga3 d3 77 Oil E ELECTRICAL LightangoaWconfigmalio atd M1igM1effi yLENe u,tdWma ll bwrda to maximize M1aa dlzzlpalonand pompe long Illalup to>LBN1N,Ng May. Clas 1 alatlronic drivers aradasignad m Frvea I*+warbtlor>9PM, THD c3PM, and an agreclad lilad iN ON M1ours. INSTALLFTpN dudad wall mount platalttilltaes aquickand aay'm5411aton. Mounting Wltsfaaurea iNDM1oursslJog fims, Optionalbl-lesal motion 5anmr and NEMA3.5 or 7pin tvi5t lock phoboontol rarep ro h. a re alsoavailabla. LGTINGS CSA LIgad for wet lastiana. boo englties and aleadul oompanmant are IP66 rated .Rated for 4mmeratures as Iowa -0PC minimum amrblent D ,gnLights Conwrtium°LDLQqualifiadprodua Notallvarsiomofth,sproduol DEL fiquaµified. Plead clack the DLCOualifiad Roducts Lia awwwdeignl'aMao NOPLW qualified WARRANTY 5-yearhomoolq Complete ostaory termslocatad at w waculnbmndsm 7cuav umMourc artumma and mnmdonxaov WWActualpadormancamWdiflerasamoulteland-ureranvironmantandgpllution All valvas are design orrypiul valuescured under labs., mndition5 at 45'C. 5pacifiost ons wbjea to change withowmmos. '. L/THON/A One Lthonia Way•Conyers,Georgia30012• Phome:80oz7v8041.,..ww.hthoniaconn Knxw-LED ®IDII-2N9Acul Erm,aLhin hlarererved- Rw4A1t19 L/GNT/NG. n g s nrAld - g Paga3 d3 77 Lane Cmunty Clerk are. County Deads and Records 2021-039283 1111111l11111111IIl, Rillllllllll1llill $92.00 AFTER RECORDING RETURN T0: 0 611 4120 21 01:3o:58 prq k`PRDEEn CnY-5 Pqs='I SYn=a5 ^ASHERm Daniel T. Weber im.o0 %"'P 66;.00 s'Iaoo -- PO box 23408 -- — ---- Eugene, OR 97402 SEND TAX STATEMENTS TO: Daniel T. Weber PO Box 23408 Eugene, OR 97402 SPACE ABOVE THIS LINE FOR RECORDER'S USE BARGAIN AND SALE DEED - STATUTORY FORM (INDIVIDUAL or CORPORATION) Eduard Weber and Daniel T. Weber, not as tenants in common, but with the right of survivorship, Grantor, conveys to Daniel T. Weber and Adam Daniel Weber, not as tenants To common, but with the right of survivorship Grantee, the following described real property, situated in the County of Lane, State of Oregon, The Easterly 199.0 feet of the following: Beginning at a point in the West line of Fifth Street of the Town of Springfield, Oregon, extended which is 299.61 feet North of the intersection of the West line of said Fifth Street with the North line of the Mohawk County Road; thence North on and along said West line of Fifth Street 145.92 feet; thence West 627 feet, thence South 145.92 feet, and thence East 627 feet to the said West line of Fifth Street and to the beginning, in Lane County, Oregon. APN:0218899 -- - 17-03-26-24-02700 The true consideration for this conveyance ($AMEND VESTING). (See ORS 93.030). BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. 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 THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.Ot0OR215.010, 78 EXHIBIT "A" Legal Description TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, 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 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. IN WITNESS WHEREOF, the undersigned have executed this document on the date(s) set forth below. Dated:/41Z Eduard Weber iel T. Weber State of OREGON County of This instrument was knowledged before me dn�J V.taf. �� ZpZ I by Eduard Weber and Daniel T. Weber OFFICIAL STAMP ; TONYA RAE SIL" - - -_ Notary Public.- State 0. g NOTARY PUBLIC.OREGON _. COMMISSION NP..Y(1101at ! _ Mr' WMIWS*N EMPIRES MARCH L, � I. My Commission Expires: Deed (Fkfgain 1-U sale-ha[u[pry Porml glnua: 05.03.x1 @ oR>s nm W �S Oxpa2tll.aac/UPOarM: w,2fi.19 ft, 3 OR WTFFFNp@]85,6]p055.y✓Ip21002I 79 Western PUBLIC RECORD REPORT FOR NEW SUBDIVISION OR LAND PARTITION THIS REPORT IS ISSUED BY THE ABOVE-NAMED COMPANY ('THE COMPANY') FOR THE EXCLUSIVE USE OF THE FOLLOWING CUSTOMER: Dan Weber Phone No.: (541)9/31240 Date Prepared: May 10, 2021 Effective Data: May 4, 2021105:00 PM Charge: $300.00 Order No.: WT0217201 Reference: The information contained in this report is furnished to the Customer by Western Title & Escrow Company (the "Company') as an information service based on the records and indices maintained by the Company for the county identified below. This report is not tithe insurance, is not a preliminary title report for title insurance, and is not a commitment for We insurance. No examination has been made of the Company ,s records, other than as specifically set forth in this report ('the Report"). Liability for any loss arising from errors and/or omissions is limited to the lesser of the fee paid or the actual loss to the Customer, and the Company will have no greater liability by reason of this report. This report is subject to the Definitions, Conditions and Stipulations contained in it REPORT A The Land referred to in this report is located in the County of Lane, State of Oregon, and Is described as follows: As fully set forth on Exhibit "A" attached hereto and by this reference made a part hereof. B. As of the Effective Date, the tax account and map references pertinent to the Land are as follows: As fully set forth on Exhibit'13" attached hereto and by this reference made a part hereof. C. As of the Effective Date and according to the Public Records, we find title to the land apparently vested in! As fully set forth on Exhibit "C' attached hereto and by this reference made a part hereof. D. As of the Effective Dale and according to the Public Records, the Land is subject to the following liens and encumbrances, which are not necessarily shown in the order of priority: As fully set forth on Exhibit "D" attached hereto and by this reference made a part hereof. Public Record Report for New Subdivision or Partition (Ver. 20161024) ED Western Title & Escrow Company Public Record Report for New Subdivision or Land Partition Order No. WT0217201 EXHIBIT "A" (Land Description) The Easterly 199.0 feet of the following: Beginning at a point in the West line of Fifth Street of the Town of Springfield. Oregon, extended which is 299.61 feet North of the intersection of the West line of said Filth Street with the North line of the Mohawk County Road; thence North on and along said West line of Fifth Street 145.92 feet; thence West 627 feet; thence South 145.92 feet; and thence East 627 feet to the said West line of Fifth Street and to the beginning, in Lane County, Oregon. Public Record Report for New Subdivision or Partition (Ver. 20161024) EE Western Title & Escrow Company Public Record Report for New Subdivision or Land Partition Order No. WT0217201 EXHIBIT "B" (Tax Account and Map) APN(Parcel ID(s) 0218899 as well as Tax/Map ID(s) 17-03-26-24-02700 Public Rewrtl Report for New 3ubaiolsino rn pa.gyo� (ver. 20101024) Es Western Title & Escrow Company Public Record Report for New Subdivision or land Partition Order No. WT0217201 EXHIBIT "C" (Vesting) Eduard Weber and Daniel T. Weber, not as tenants in common, but with the right of survivorship Public R.,d Report far New Subdivision or Partition (Ver. 20161024) 0 Western Title & Escrow Company Public Record Report for New Subdivision or Land Partition Order No. WT0217201 EXH161T"D" (Liens and Encumbrances) 1. City Liens, if any, in favor of the City of Springfield. 2. Rights of the public to any portion of the Land lying within the area commonly known as streets, roads and highways. 3. Easement, including the terms and provisions thereof, as reserved in document Recording Date: May 22, 1962 Recording No.: 70323 4. Easement, including the terms and provisions thereof, as reserved in document Recording Date: May 22, 1962 Recording No.: 70324 5. Easement, including the terms and provisions thereof, as reserved in document Recording Date: February 24, 1994 Recording No.: 94-13569 6. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. Public Rewrd Repot for New Subdivision or Partition (Ver. 20161024) 0 Western Title & Escrow Company Public Record Report for New Subdivision or Land Partition Order No. WT0217201 DEFINITIONS, CONDITIONS AND STIPULATIONS Definitions. The following terms have the stated meaning when used In this report: (a) "Customer": The person or persons named or shown as the addressee of this report. (b) "Effective Date": The effective date stated in this report (c) "Land": The land specifically described in this report and improvements affixed thereto which by law constitute real property. (d) "Public Records": Those recons which by the laws of the state of Oregon Impart constructive notice of matters relating to the Land. Liability of Company. (a) This is net a commitment to issue fide insurance and does not constitute a policy of title insurance. (b) The liability of the Company for errors or omissions in this public record report Is limited to the amount of the charge paid by the Customer, provided, however, that the Company has no liability in the event of no actual loss re the Customer_ (c) No costs (including without liroi+ation attorney fees and other expenses) of defense, or prosecution of any action, is afforded to the Customer. (d) In any event, the Company assumes no liability for loss or damage by reason of the following: (1) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records. (2) Any facts, rights, interests or claims which are not shown by the Public Records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. (3) Easements, liens or encumbrances, or claims thereof, which are not shown by the Public Records. (4) Discrepancies, encroachments, shortage in area, conflicts in boundary lines or any other facts which a survey would disclose. (5) (i) Unpatented mining claims; (it) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights or claims or Lille to water. (6) Any right, title, interest, estate or easement in land beyond the lines of the area specifically described or referred to in this report, or in abulti streets, roads. avenues, alleys, lanes, ways or waterways. (7) Any law, ordinance or govemmental regulation (including but not limited to building and zoning laws, ordinances or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use or enjoyment of the fond; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecfirtg the land has been recorded in the Public Records at the effective date hereof. (8) Any governmental police power not excluded by 2(d)(7) above, except to the extent that notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at the effective date hereof. (9) Defects, liens, encumbrances, adverse claims or other matters created, suffered, assumed, agreed to or actually known by the Customer. Report Entire Contract Any right or action or right of action that the Customer may have or may bring against the Company arising out of the subject matter of this report must be based on the provisions Of this report. No provision or condition of this report can be waived or changed except by a writing signed by an authorized officer of the Company. By accap ting this form report, the Cuslomer acknowledges and agree_: that the Customer has elected to utilize ads form of public record report and accepts the limitation of liability of the Company as set forth herein. Charge. The charge for this report does not include supplemental reports, updates or other additional services of the Company. IM Western Title & Escrow Company Public Record Report for New Subdivision or Land Parblion Order No. WT0217201 LIMITATIONS OF LIABILITY "CUSTOMER" REFERS TO THE RECIPIENT OF THIS REPORT. CUSTOMER EXPRESSLY AGREES AND ACKNOWLEDGES THAT IT IS EXTREMELY DIFFICULT, IF NOT IMPOSSIBLE, TO DETERMINE THE EXTENT OF LOSS WHICH COULD ARISE FROM ERRORR EREIN OMISSIONS IN, OR THE COMPANY'S NEGLIGENCE IN PRODUCING, THE REQUESTED REPORT, HS O 'THE REPORT." CUSTOMER RECOGNIZES THAT THE FEE CHARGED IS NOMINAL IN RELATION TO THE POTENTIAL LIABILITY WHICH COULD ARISE FROM SUCH ERRORS OR OMISSIONS OR NEGLIGENCE. THEREFORE, CUSTOMER UNDERSTANDS THAT THE COMPANY IS NOT WILLING TO PROCEED IN THE PREPARATION AND ISSUANCE OF THE REPORT UNLESS THE COMPANY'S LIABILITY IS STRICTLY LIMITED. CUSTOMER AGREES WITH THE PROPRIETY OF SUCH LIMITATION AND AGREES TO BE BOUND BY ITS TERMS THE LIMITATIONS ARE AS FOLLOWS AND THE LIMITATIONS WILL SURVIVE THE CONTRACT: ONLY MATTERS IDENTIFIED IN THIS REPORT AS THE SUBJECT OF THE REPORT ARE WITHIN ITS SCOPE. ALL OTHER MATTERS ARE OUTSIDE THE SCOPE OF THE REPORT, CUSTOMER AGREES, AS PART OF THE CONSIDERATION FOR THE ISSUANCE OF THE REPORT AND TO THE FULLEST EXTENT PERMITTED BY LAW, TO LIMIT THE LIABILITY OF THE COMPANY, ITS LICENSORS, AGENTS, SUPPLIERS, RESELLERS, SERVICE PROVIDERS, CONTENT PROVIDERS AND ALL OTHER SUBSCRIBERS OR SUPPLIERS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS FOR ANY AND ALL CLAIMS, LIABILITIES, CAUSES OF ACTION, LOSSES, COSTS, DAMAGES AND EXPENSES OF ANY NATURE WHATSOEVER, INCLUDING ATTORNEY'S FEES, HOWEVER ALLEGED OR ARISING, INCLUDING BUT NOT LIMITED TO THOSE ARISING FROM BREACH OF CONTRACT, NEGLIGENCE, THE COMPANY'S OWN FAULT AND/OR NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF WARRANTY, EQUITY, THE COMMON LAW, STATUTE OR ANY OTHER THEORY OF RECOVERY, OR FROM ANY PERSON'S USE, MISUSE, OR INABILITY TO USE THE REPORT OR ANY OF THE MATERIALS CONTAINED THEREIN OR PRODUCED, SO THAT THE TOTAL AGGREGATE LIABILITY OF THE COMPANY AND ITS AGENTS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS SHALL NOT IN ANY EVENT EXCEED THE COMPANY'S TOTAL FEE FOR THE REPORT. CUSTOMER AGREES THAT THE FOREGOING LIMITATION ON LIABILITY IS A TERM MATERIAL TO THE PRICE THE CUSTOMER IS PAYING, WHICH PRICE IS LOWER THAN WOULD OTHERWISE BE OFFERED TO THE CUSTOMER WITHOUT SAID TERM. CUSTOMER RECOGNIZES THAT THE COMPANY WOULD NOT ISSUE THE REPORT BUT FOR THIS CUSTOMER AGREEMENT, AS PART OF THE CONSIDERATION GIVEN FOR THE REPORT, TO THE FOREGOING LIMITATION OF LIABILITY AND THAT ANY SUCH LIABILITY IS CONDITIONED AND PREDICATED UPON THE FULL AND TIMELY PAYMENT OF THE COMPANY'S INVOICE FOR THE REPORT. THE REPORT IS LIMITED IN SCOPE AND IS NOT AN ABSTRACT OF TITLE, TITLE OPINION, PRELIMINARY TITLE REPORT, TITLE REPORT, COMMITMENT TO ISSUE TITLE INSURANCE, OR A TITLE POLICY, AND SHOULD NOT BE RELIED UPON AS SUCH. THE REPORT DOES NOT PROVIDE OR OFFER ANY TITLE INSURANCE, LIABILITY COVERAGE OR ERRORS AND OMISSIONS COVERAGE. THE REPORT IS NOT TO BE RELIED UPON AS A REPRESENTATION OF THE STATUS OF TITLE TO THE PROPERTY. THE COMPANY MAKES NO REPRESENTATIONS AS TO THE REPORT'S ACCURACY, DISCLAIMS ANY WARRANTY AS TO THE REPORT, /CGUMEO NO DUTIES TO CUSTOMER, DOES NOT INTEND I -UR CUSTOMER TO RELY ON THE REPORT, AND ASSUMES NO LIABILITY FOR ANY LOSS OCCURRING BY REASON OF RELIANCE ON THE REPORT OR OTHERWISE. Public Record Report for New Subdivision or Paditlon (Ver 20161024) 12 Western Trfle & Escrow Company Public Record Report for New Subdivision or Land Partition Order No. WT0217201 IF CUSTOMER (A) HAS OR WILL HAVE AN INSURABLE INTEREST IN THE SUBJECT REAL PROPERTY, (B) DOES NOT WISH TO LIMIT LIABILITY AS STATED HEREIN AND (C) DESIRES THAT ADDITIONAL LIABILITY BE ASSUMED BY THE COMPANY, THEN CUSTOMER MAY REQUEST AND PURCHASE A POLICY OF TITLE INSURANCE, A BINDER, OR A COMMITMENT TO ISSUE A POLICY OF TITLE INSURANCE. NO ASSURANCE IS GIVEN AS TO THE INSURABILITY OF THE TITLE OR STATUS OF TITLE. CUSTOMER EXPRESSLY AGREES AND ACKNOWLEDGES IT HAS AN INDEPENDENT DUTY TO ENSURE AND/OR RESEARCH THE ACCURACY OF ANY INFORMATION OBTAINED FROM THE COMPANY OR ANY PRODUCT OR SERVICE PURCHASED. NO THIRD PARTY IS PERMITTED TO USE OR RELY UPON THE INFORMATION SET FORTH IN THE REPORT, AND NO LIABILITY TO ANY THIRD PARTY IS UNDERTAKEN BY THE COMPANY, CUSTOMER AGREES THAT, TO THE FULLEST EXTENT PERMITTED BY LAW, IN NO EVENT WILL THE COMPANY, ITS LICENSORS, AGENTS, SUPPLIERS, RESELLERS, SERVICE PROVIDERS, CONTENT PROVIDERS, AND ALL OTHER SUBSCRIBERS OR SUPPLIERS, SUBSIDIARIES, AFRUATES, EMPLOYEES AND SUBCONTRACTORS BE LIABLE FOR CONSEQUENTIAL, INCIDENTAL, INDIRECT, PUNITIVE, EXEMPLARY, OR SPECIAL DAMAGES, OR LOSS OF PROFITS, REVENUE, INCOME, SAVINGS, DATA, BUSINESS, OPPORTUNITY, OR GOODWILL, PAIN AND SUFFERING, EMOTIONAL DISTRESS, NON -OPERATION OR INCREASED EXPENSE OF OPERATION, BUSINESS INTERRUPTION OR DELAY, COST OF CAPITAL, OR COST OF REPLACEMENT PRODUCTS OR SERVICES, REGARDLESS OF WHETHER SUCH LIABILITY IS BASED ON BREACH OF CONTRACT, TORT, NEGLIGENCE, THE COMPANY'S OWN FAULT AND/OR NEGLIGENCE, STRICT LIABILITY, BREACH OF WARRANTIES, FAILURE OF ESSENTIAL PURPOSE, OR OTHERWISE AND WHETHER CAUSED BY NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, BREACH OF WARRANTY, THE COMPANY'S OWN FAULT AND/OR NEGLIGENCE OR ANY OTHER CAUSE WHATSOEVER, AND EVEN IF THE COMPANY HAS BEEN ADVISED OF THE LIKELIHOOD OF SUCH DAMAGES OR KNEW OR SHOULD HAVE KNOWN OF THE POSSIBILITY FOR SUCH DAMAGES. END OF THE LIMITATIONS OF LIABILITY Public R@LOM Repos fr,r New Subdivision or Par,Iron (Ver. 20161024) 0 f Thismaplpletu being furnishedas an eidlolocagng fhe hereto described N J Land in relation to adjoining sheets, natural boundaries and otf erland, and is trot a survey ofthe land depicted. Except to the extentapormy of Western TiTiE&ESCrpy Mie Insurance is expressly modfied by andors..t Many, the Company W E does not insure tlimension; tlisfancas, locagon of easements, a nage or other matters shown thereon, i - 2sm ,x.o moo sioei 019-00 t �� 2703 O°'•c --- - v+ue nm •°^•• zvoz zm7 z7m---- __ �2 lomc fmo SEE MPP m r 23mM 2600 i ' 1f0326NW02 llCi EEE IApP s OSWi �� r m 3sw voz a ..• .cNF'`Fq'>'^^5; __ zmo �„ �- ._._ ,....e i 99 S.E.114 N.W.1/4 SEC. 26 117S. R.M. W.M. Lane County 17052824 SPRINGFIELD STREET a ' 1 a 99 .t a ' 1 a ,,_... -� .. w 019-00 � "v ] I ' f � F mol w : aro .ro ws •.w'.. kms. R:.`. ^$}�srt STREETS 99