The URL can be used to link to this page

Home My WebLink AboutApplication APPLICANT 8/18/2022City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Final Site Plan Review SPRINGFIELD I& f Application Type .. - Site Plan: Minor Site Plan Modification: ❑ Ma'or Site Plan Modification: ❑ Required Project Information (Applicant: complete this section) Applicant Name: David Loveall Phone: 541.345.9900 Company: Masaka Properties Fax: Address: 1657 Delrose Ave, Springfield, OR 97477 Applicant's Re .: Jenna Fribley Qenna@campfirelab.com) Phone; 541 914.0334 Company: Campfire Collaborative: Architecture & Design, PC Fax: Address: 341 Main Street, Springfield, OR 97477 Property Owner: David Loveall Phone: 541.345.9900 Company: Masaka Properties Fax: Address: 1657 Delrose Ave, Springfield, OR 97477 ASSESSOR'S MAP NO: 17-03-35-31 ITAX LOT NO S.: 08000 Property Address: 448 Main St. (also 120 & 122 5th St.) Size of Property: 4800 s.f. (40'x 120') Acres ❑ Square Feet ❑ Proposed Name of Project: Rivett Building @ 448 Main Description of if you are filling in this form by hand, please attach your proposal description to this application. Proposal: Remodel ground Floor; construct 2 new stories (12 apartments) on top of existin buildin Existing Use: Commercial/mercantile/office - 3 tenant spaces Tentative Case #: Signatures: Please si n and Drint our name and date in the a ro riate box of the next a e. Required Project Information (City Intake Staff., complete this section) Associated Applications: 1� Case No.: I I Date: Reviewed by: i Application Fee: $ a. Technical Postage Fee: 0 TOTAL FEES: $22 .9 JECT NUMBER: Revised 1/1/08 Molly Markarian 1 of 4 Signature I represent this application to be complete for submittal to the City. I affirm that the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Date: Signature- Revised ignature Revised 1/1/08 Molly Markarian 2 of 4 Final Site Plan Review Application Process 1. Applicant Submits a Final Site Plan Review Application to the Development Services Department The application must conform to the Final Site Plan Review Submittal Requirements Checklist on page 4 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Final Site Plan Review Submittal Requirements Checklist have been submitted. Applications missing required items will not be accepted for submittal 2. City Staff Conduct Detailed Completeness Check • Planning Division staff conducts a detailed completeness check within 30 days of submittal. • The assigned Planner notifies the applicant in writing regarding the completeness of the application. • An application is not be deemed technically complete until all information necessary to evaluate the proposed development, its impacts, and its compliance with the provisions of the Springfield Development Code and other applicable codes and statutes have been provided. • Incomplete applications, as well as insufficient or unclear data, will delay the application review process and may result in denial. 3. City Staff Review the Application & Issues Final Approval This is a Type I decision and thus is made without public notice and without a public hearing since there are clear and objective approval criteria and/or development standards that do not require the use of discretion. • Decisions address all the applicable approval criteria and/or development standards. • Applications may be approved, approved with conditions, or denied. The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed. • The decision issued is the final decision of the City and may not be appealed. 4. City Drafts a Development Agreement Applicant and City sign Development Agreement Final Site Plan and Development Agreement become null and void if construction has not begun within two years of signing the Development Agreement. S. City Conducts Final Site Inspection City authorizes provision of public facilities and services and issues Certificate of Occupancy Revised 1/1/08 Molly Markarian 3 of 4 Final Site Plan Review Submittal Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. V3 Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. The applicable application, technology, and postage fees are collected at the time of complete application submittal. Final Site Plan Review Application Form X Letter Addressing Conditions of Approval - lists and addresses each condition of approval, detailing the actions taken and current status of each item. Five (5) Copies of the Final Site Plan Sets incorporating all required modifications and applicable conditions �( Additional Documents requested as Conditions of Approval as part of the Site Plan Review decision. Revised 1/1/08 Molly Markanan 4 of 4 CAMPFIRE COLLABORATIVE ARCHITECTURE & OESIGN X www.campfirelo L.eom pcpmpf helvU August 15, 2022 Andrew Larson City of Springfield Development & Public Works Springfield, OR 97477 Reference: Rivett Building @ 448 Main Street (MAP/TL #17-03-35-31-08000) Response to Site Plan Review Report & Decision dated July 1, 2022: The staff report outlined one condition of approval: 1. Prior to Final Site Plan approval, the applicant must show a sanitary drain for the trash alcove area located at the northwest comer of the first floor. b A sanitary drain was already previously shown on the enlarged floor plan sheets, however a specific annotation was added to the site plan sheet to more clearly illustrate/emphasize that a sanitary drain is intended in the trash alcove. Thank you for your review and comments of this project. Please call/email with any questions or need for additional information/clarification. Sincerely, Jenna L. Fribley, AIA, LEED AP, Architect / Co -Founder Campfire Collaborative: Architecture & Design, PC ienn@gcampfirelab.com 541.914.0334 Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE 1 go_ ARCHITECTURE & DESIGN 7� .w.,.mPhWah.cam YCPmprirelah December -17,2021 UPDATED APRIL 5, 2022 Andrew Larson City of Springfield Development & Public Works Springfield, OR 97477 SITE PLAN REVIEW APPLICATION: Rivett Building @ 448 Main St. (Map)rTL: #17-03-35-31-08000) CONTENTS: A. NARRATIVE • Projectsummary • Plan set review items summary • Specific code section summaries B. ATTACHMENTS ATT -1: Copy of the Site Plan Reduced to 8.5" x 11" size, separate from large format drawing set ATT -2: Copy of Deed ATT -3: Preliminary Title Report ATT -4: Trip generation calculation from Access Engineering ATT -5: Excerpt from ODOT Signal Design manual, and correspondence with Kathy Tourtillott and Scott Cramer from ODOT clarifying clearance requirements for the traffic signal ATT -6: Letter from Springfield Utility Board stating that the site will be adequately served for electrical service, along with Tentative Step Plan and supporting illustrations ATT -7: Signed construction agreement between the property owner and Springfield Utility Board for installation of increased electrical service ATT -8: Letter from Springfield Utility Board stating thatthe site will be adequately served for water service, along with email and utilities plan showing water service available ATT -9: N Report for Waste Water Lateral - letter from Harvey & Price summarizing video review comments and recommendations for waste Imes ATT -10: Lighting Cut Sheets- See attached lighting cut -sheet for more information about Type of illumination, wattage, shielding, etc. for the proposed gooseneck wall -mounted fixtures proposed for building exterior. ATT -11: Recorded utility easement documentation C. DRAWING SET (4) Copies of the drawing plan sets required, large format sheets; also see outline within narrative for specific review items and where they are addressed in the plan set Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 ACAMPFIRE COLLABORATIVE -2- ARCHITECTURE & DESIGN .P.4www, ca mph beta b.ca m %camplirelob NARRATIVE: Summary: Adaptive reuse of existing single -story building, including remodel of ground floor commercial spaces and addition of 2 new stories of apartments above Existing building data: • Constructed in 1909 by Charles Rivett • Historic uses include general store, grocery store, appliance store; most recently The Sewing Room • Reinforced concrete exterior walls, 12"thick • Wood -framed floorand ceiling/roof, wood support columns/beam at mid -span • Large mezzanine in north portion of building built in 1917 to provide first ladies' public restroom in Springfield • Existing heating system: large RTU serving main commercial space; supplemental wall heaters in smaller spaces • Existing plumbing fixtures: 3 kitchenette sinks, 2 lavatory sinks, 2 toilets, 4 washer/dryer hookups, one tank -style water heater • No existing sprinklersystem Project scope: • Demo: o Demo of all existing interior elements, including walls, fixtures, mezzanine, dropped ceilings o Demo of existing wood framed Floor assembly and interior wood columns • Concrete: o New footings as required for new structural support o New concrete slabs on grade on ground floor in apartment entry lobby, stairwells, and live/work unit; slabs in 2 commercial tenant spaces to be poured as part of separate/future T.I. permits • Glazing: o Historic window/door openings, previously infilled, to be reopened and new glazing to be installed o Reconstruction of existing storefront glazing in a manner that is more compatible with the historic character of building • Framing: o New steel moment frames and framed shear walls and associated footings to be erected to support existing roof/ceiling structure and construction of 2 new stories above o Exterior walls- new b" steel stud walls for apartments on levels 2 & 3 o Floors - new open web joists for level 2 floor; new TJI's for level 3 floor, with steel framing at balconies; new TJEs for new roof structure; new car -decking assembly for live/work unit mezzanine Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE 3 ARCHITECTURE &DESIGN 7.-C wwwcapnrelab.cam pcampfirelab o Interior bearing walls -staggered steel stud bearing walls between apartment units; bearing shear walls at ground floor o Interior non-bearing walls- new interior walls throughout apartment units, enclosing stairs, W.C., utility room, storage closets, etc. o New beams/columns as indicated on structural drawings o New stair systems throughout, including (2) egress stairs, (12) typical apartment interior stairs, and (1) mezzanine stair for live/work unit • Fire/life safety: o Fire rated assemblies -1 hour separation between ground floor and apartments on second floor, 1 hour between apartments; 1 hour stair enclosures o New NPFA-13 sprinkler system to be installed throughout building, in all enclosed spaces on all floors, and under stairwells • Exterior improvements: o New paint on exterior concrete fapade; new upper level walls to be clad in brick - look fiber -cement panels o New awnings/canopies over entrances along Main Street and 5'^ Street o New planter boxes and outdoor seating elements o New gooseneck wall -mounted light fixtures around building o New bike parking stalls • Proposed uses: o Ground floor residential - 1 accessible live/work unit at NE corner of building with independent entrance on 5"' St. o Ground floor commercial- 1 large tenant space along Main St„ 1 smaller tenant space along 5`b St.; to be built as shell spaces for this permit; tenants not yet identified; future buildouts to be submitted as separate T.I. permits • Systems: o Electrical -service to be upgraded, including new meters and panels, per SUB and code requirements; new wiring, lighting, and receptacles throughout; coordination with other trades for power requirements for equipment o HVAC -new mini -splits to independently serve each apartment and each commercial space; new exhaust ducting for residential kitchens and baths in (13) apartments as well as (2) public W.C. on ground floor; exhaust ducting for laundry in 2nd floor hallway and ground floor live/work unit; mechanical chase provided for potential future commercial kitchen in main commercial space, though equipment not part of this permit o Plumbing- new meter and upsized line from meter into building; tie into existing sanitary connection; new fixtures throughout and supply/waste piping; floor drains in ground floor W.C.'s, utility room, and trash alcove; new underfloor 75 - gallon grease trap in utility room; 2 new gas water heaters in utility room o Fire suppression- new sprinkler system throughout; hot tap into main fire supply line along Main St., backflow device in SW corner of building; standpipe and fire alarm panel to be in utility room; fire department connection to be at SE corner of building along 5'd St. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE - 4-ARCHITECTURE &DESIGN X www.eomplieloh com Xcumpl Velob PLAN SET REVIEW ITEMS a. Site Assessment of Existing Conditions- see Existing Site Plan on sheet A0.02 • Prepared by an Oregon licensed Architect • Vicinity Map shown on sheet A0.01 • Refer to the existing site plan on sheet A0.02 for all relevant existing site features and their names, uses, locations and dimensions, as well as what is to be removed. Existing building perimeter is at extent of property lines. Building shares a party wall with one building on the south-west side. • The site is not located along a water course as indicated by the Water Quality Limited Watercourse Map on file in the Development& Public Works department. • The site is not located in the 100 -year flood plain or have flood boundaries on the site as specified in the latest adopted FEMA Flood Insurance Rate Maps. • The site is not located in any of 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 and Public Works Department • For physical features such as tree diameters, refer to the existing site plan on sheet A0.02. There are no riparian areas, wetlands and rock outcroppings on or adjacent to site. b. Site Plan -see Proposed Site Plan on sheet A0.02 • Prepared by an Oregon licensed Architect • The location, dimensions, size, building adjacencies, and property lines are shown on the Proposed Site Plan on sheet A0.02. As this is an existing building with extents to the property line, there are no setbacks, so no surveyor was required. The Downtown Springfield parking exemption applies to this site. For the locations and heights of walls, trash, and exterior features see sheet A2.01 No fences, or external site storage are proposed. New trash alcove shown the Proposed Site Plan on sheet A0.02, with more detail shown on the Level 1 -Dimensioned Plan on sheet A1.02. • Underthe Downtown Springfield parking exemption no site-specific ADA parking spaces are proposed. The site is relatively flat for ADA use, and all entries are at grade. Please see plan 3/A0.02. • Dimensions of development are 40'x 120' as indicated on the Vicinity Plan on sheet A0.01. 100 percent of the property is building structure. There is no change in the footprint area of 4800 s.f., from existing to new proposal. All else is existing and is not proposed for change, such as sidewalks and other impervious surfaces. • As specified in 3.2-225 Base Solar Development Standards, the zoning of this site is MUC and does not need to observe solar access requirements. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 ACAMPFIRE COLLABORATIVE -5- ARCHITECTURE & DESIGN X ...,c mpfl,flWb.cum Ncnmpli,d.b • See site plans on sheet A0.02 for on-site loading areas, and vehicular and pedestrian circulation. • See site plans on sheet A0.02 for access to streets, alleys, and properties to be served, including the location and dimensions of existing curb cuts • Bicycle parking o See 2/A0.02 for proposed location of bicycle parking spaces o Shortterm stalls required: • Residential:1/unit, 75% long term, 25% short term • 13 units => 9.75 long term, 2.25 short term Commercial/restaurant(TBD): 1/600 s.f., 25% long term, 75% short term • 2962 s.f. / 600 = 5 spaces; 1.25 long term, 3.75 short term c TOTAL REQUIRED: 11 long term (9.75 + 1.25) 6 shortterm (2.25 + 3.75) • 1 long term oversized o TOTAL PROVIDED/PROPOSED: • 11 long term vertical stalls+ 1 oversized stall, located in residential lobby through access -controlled exterior door • 8 short term spaces provided by 4 new hoops; 2 hoops located near Main St. entrance, and 2 hoops located near lobby entry along 5^ St. • Additional long-term storage if required for commercial tenant spaces to be provided within tenant spaces as part of future interior buildout (to be submitted in separate T.I. permit) • Lane Transit District Springfield Bus Station is located .1 miles south west of the site. • 100 percent of the property is building structure. No proposal to remove existing structure to dedicate or reserve for public and semi-public uses. • No proposed phasing development plan for this project. c. Existing Improvement and Public Utilities Plan -see Existing Site Plan on sheet A0.02 • Prepared by an Oregon licensed architect • There are no applicable easements to the existing footprint. All overhangs over sidewalk are proposed at 5 ft depth, within the allowable half -depth of sidewalks (typical depth of east side walk is 10 ft; depth of south sidewalk is 16'-8 ".) • See 3/A.01 and 1/A0.02 for location, widths, names of right-of-ways within or adjacentto the site and downspouts for roof drainage connections. The only other jurisdiction is ODOT located within the boundaries of Main Street. See 1/A0.02 for existing street lighting locations. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE - 6-ARCHITECTURE & DESIGN 7r www.,n.pflrplpb. cpm #..pfiW.b • See 2/A0.02 for existing traffic control devices. See 2/A0.02 for proposed Fire department connection and backflow preventers. No existing power poles or transformers. Closest public (neighborhood?) mailbox is 0.1 miles north-east from site under City Hall. • See 1/A0.02 for existing sidewalks. No new paths of any kind are proposed. • See 1/A0.02 and 2/A0.02 for location and size of existing utilities on and adjacent to site, plus connection points. • See 1/A0.02 for existing spot elevation indicated by "+" symbol. North-east corner of site/building is at elevation of 459 ft above sea level. Site is relatively flat with gentle, declining slope from north to south, less than 5 percent slope. Adjacent existing paved surfaces are sloped towards storm drains. d. Proposed Grading, Paving and Utilities -see Proposed Site Plan on sheet A0.02 • Not proposing new onsite stormwater. Existing building covers entire property, no new impervious area proposed. Site has existing downspouts piped under sidewalk to weepholes at the curbs along Main St. and 5tb St., and piped into storm sewer along alley. Drainage from new roof and canopies will tie into existing downspouts. • Not proposing new streets, alleys, or other rights -of -ways • There are no proposed easements. • Existing City -owned street lightto remain. New wall -mounted gooseneck light fixtures proposed around building fa4ade, see Exterior Elevations on sheet A2.01 for locations. • Slopes are not greater than 5 percent. e. Landscape Plan- see Existing & Proposed Site Plans on sheet A0.02 • Landscape plan not required; site plan prepared by an Oregon licensed architect. • See 1/A0.02 for existing trees. No new proposed landscaping or street trees. f. Archrteetural Plans • See attached drawing set for architectural plans. • The site does not abut residentially zoned properties, however exterior elevations are provided on sheet A2.01. g. On-site Lighting Plan • Existing City -owned standard decorative LED street lights to remain; see locations on 1 /A0.02. • New wall -mounted gooseneck down light fixtures proposed around building fagade, see Exterior Elevations on sheet A2.01 and plan 2/A0.02 for locations. • See attached lighting cut -sheets for more information about type of illumination, wattage, shielding, etc. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE ARCHITECTURE &DESIGN �� www.c•mplielod.com #complirelod Additional Materials That May Be Deferred • New landscape materials are not proposed. • No new stormwater management system is proposed. • No irrigation plan is proposed. • Photometric test report for light source(s) to be provided as a deferred submittal if required. Additional Materials That May Be Required by the Director • A copy of a Preliminary Title Report -attached • No Traffic Impact' Study is required -the trip generation from the 12 additional dwelling units will be well below the thresholds outlined in SDC 4.2-10S. Per staff request, we have included a memo from Access Engineering that provides a trip generation estimate. See attachment ATT -4 • Multi -family development - Per clarification with Planning staff, this section (SDC 3.2-240) does not apply to this project. The building is located in the Downtown Mixed Use area. The ground floor's greatest floor area is commercial; therefore, the commercial mixed use standards apply — not the multi -unit standards. • Site is not in riparian area / or near a watercourse, so no Riparian Area Protection Report is required. • Site is not in an area of unstable soils or high water table, geotech report not required. • See below for code analysis pertaining to Mixed Use Overlay District (SDC 32-625) • No physical aspects of the proposed development include scale, odor noise, glare or vibrations that could impact the surrounding uses. • No trees are proposed to be removed, no tree felling permit necessary. • No wetlands are present on the property, to wetland delineation necessary. • No additional federal/state permits are required. • No grading, filling, or excavating is proposed that would affect drainage of site or surrounding area. • No Discretionary Uses or Variances are proposed. • No Annexation is proposed. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE $ ARCHITECTURE & DESIGN � C www.compli relo L.cam Ncompflrelob 5.77-725 SITE PLAN REVIEW CRITERIA A. No change in zoning is proposed; the existing zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. B. Capacity requirements for utilities will be met: • Electricity & water: see letters from SUB stating adequate capacity for utility service to the site • Sanitary sewer and stormwater management facilities: see report from Harvey&Price • Streets and traffic safety controls shall not be exceeded • Public improvements shall be available to serve the site at the time of development C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. See code analysis below for sections: • 3.2-625 Mixed -Use District Development Standards—General • 3.2-630 Mixed -Use Development Standards -Specific • 3.3-1000 Nodal Development Overlay District • 3.2-240 Multi -unit Design Standards D. No new parking areas or ingress -egress points are proposed E. The site has no significant physical features requiring protection or special attention. There are no steep slopes, unstable soils, or considerable geologic conditions to address on site. The site is not located in the 100 -year flood plain or have flood boundaries on the site as specified in the latest adopted FEMA Flood Insurance Rate Maps. The site is not located along a watercourse as indicated bythe Water Quality Limited Watercourse Map on file in the Development & Public Works department. The site is not located in any of 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 and Public Works Department. The site does not contain significant clusters of trees and shrubs, nor is it part of any riparian areas or wetlands. There are no rock outcroppings, natural open spaces, or areas of historic and or archeological significance on site. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRECOLLABORATIVE - 9-ARCHITECTURE &DESIGN �jr www.ca mpllrelpb.c om Acompf ❑elob 3.2-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS-GENERAL A. Building Design Standards 1. On corner lots/parcels this provision applies to both elevations requirement: 50 percent of length of elevation must linearly be window at ground floor East wall = 120 ft length East wall windows length = 62 ft 62/120=.52 Requirement met South wall = 40.42 ft length South wall window length = 34.75 ft 34.75/40A2 =.86 Requirement met Requirement: at least 25 percent of the ground floor wall area as windows and/or doors that allow views into lobbies, merchandise displays, or working areas. East wall = 120 ft length East wall views -in window length = 43.1 ft 43.1/120 =.36 Requirement met South wall = 40.42 ft length South wall views -in window length = 32.92 ft 32.92/40.42 =.81 Requirement met Exceptions: north wall adjacent to alley, east wall is parry wall 2. N/A 3. Requirement met -along the vertical face of the building, offsets occur ata minimum of every 50 feet by providing: recessed balconies with a depth of 4'- 2" and balcony overhangs with a depth of no more than 5 ft 4. Requirement met- building design breaks up vast expanses by a combination of architectural elements and features, including, but not limited to: offsets, windows, entry treatments, balconies, overhangs and faux brick Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE ARCHITECTURE & DESIGN 7t www.camnn tela h.c pm Mcompfire loh 10- S. Requirement met- design provides differentiation between the ground floor and upper stories, through balconies for upper levels, and awnings, canopies, or other similar treatments for lower levels. variation in building. materials, paint, ornamentation, and windows. 6. N/A B. Building Orientation/Setbacks: N/A- existing building C. Weather Protection 1. Requirement met- proposed awnings and canopies are at least 6 feet wide (but not greater than 5' depth), and shall follow building offsets to eliminate long expanses of awnings. 2. Requirement met- awnings and canopies do not obscure architectural features (e.g., transom area) and do not extend into the second story of the building. 3. Requirement met- awnings and canopies are in proportion to the overall building and correspond to the width and locations of the storefront openings. 4. Requirement met- no backlit awnings or canopies are proposed. S. Requirement met - awnings and canopies are suspended from the building and not supported by posts. D. Landscaping & Screening 1. N/A- existing building/site 2. N/A- not adjacent to residential, no ground mounted equip., existing street trees 3. N/A- no new landscape areas 4. Requirement met - existing trash receptacles shared with neighbor and hosted on neighboring site behind buildings, does not abut residential districts; all utilities are wall - mounted on the rear/alley elevation facade; (e) street trees are fully grown E. Street Connectivity/Circulation: N/A - existing site/development Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE 11 - ARCHITECTURE & DESIGN X www. ¢o mplirelvb.c om Mcv mpfirelvb F. Neighborhood Compatibility: WA- not adjacent to LDR zone G. Pedestrian Amenities 1. Approximately 13,470 S.F. requires 3 pedestrian amenities 2. Requirement met- proposal includes new outdoor seating, existing and new container planters, new canopies over sidewalk, existing street trees, existing sidewalk lights, and view of mural across street 3. Requirement met - a. Amenities are available along both 5th and main streets b. Amenities are sized appropriately for available space c. Amenities are consistent with those throughout downtown, and suitable for outdoor use d. N/A- no bus stops adjacent to site 3.2-630 MIXED USE DEVELOPMENT STANDARDS - SPECIFIC a. MUC development standard 1. Requirement met - 86 percent of ground floor area within building is dedicated to commercial use; commercial use is proposed with residential uses concurrently 2. Requirement met- maximum square footage of a single tenant space is 2200 S.F.. 3. Requirement met - 100 percent of lot7parcel is building floor area Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE -12- ARCHITECTURE & DESIGN .J.e wwwcomptirelob. com Xcumpnrelob 3.3-1000 NODAL DEVELOPMENT OVERLAY DISTRICT 3.3.1005 Purpose, Applicability and Review 1. Design standard met - See Project Scope Exterior Improvements above 2. Design standard met- Lane Transit District Springfield Station busses located .1 miles or 3 minute walk from site 3. Design standard met - Grocery, cafes, restaurants, banks, post office, art gallery, museum, and library located within walking distance of site. 4. Design standard met - Library plaza, Millrace park, Island park, Booth Kelley Path Trailhead withing walking distance of site. S. Design standard met- Site is near residential area. Site will add 13 new residential units on 4720 S.F. footprint. 3.3-1005 (Bx3) Applicability: An expansion of 50 percent or more of the total existing building square footage on the development site. Existing: LEVEL 1 - 4720 S.F Expansion: LEVEL 2-4362 S.F. LEVEL 3 - 4326 S.F. TOTAL: 3 STORIES - 13,408 S.F Expansion is over 50 percent of total existing building square footage. 3.3-1010 (A): Mixed commercial and residential uses permitted within base Mixed -Use Commercial MUC District in Section 3.2-610; none ofthe prohibited uses listed in section 3.3-1010(B) are proposed 3.3-1020 Minimum Density and General Development Standards Floor Area Ratio or FAR Gross floor area/total lot parcel area. 13,408/4720= 2.8 A. Minimum Density and Floor Area Ratio 1. Requirement mart- Site will add 13 new residential units in 4720 S.F. footprint 2. Requirement met- MUC minimum floor area is.4, actual is 2.8 3. N/A- Base zone is not LMI, CI, or MUE Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE ARCHITECTURE &DESIGN 13 - ARCHITECTURE & DESIGN X www.compl help E.cam pco mpf lrelc5 B. Building Setbacks 1. Requirement met -Commercial building is existing, with no setbacks from the street 2. Requirement met- Proposed residential uses will have zero setback from the street 3. Requirement met- Proposed building is existing and will have zero setback from the street C. Parking Between Building and the Street 1. NA- No new parking is proposed. Building is existing and falls under the Downtown Springfield parking exemption 2. NA -No new parking is proposed. Building is existing and falls under the Downtown Springfield parking exemption 3.3-1025 Specific Design Standards: Multi -unit residential dwellings shall comply with the design standards specified in Section 3.2-240 (see below) and Section 3.2-625C (see above). • 3.2-240 Multi -Unit Des gn Standards. Per clarification with Planning staff, this section does not apply to this project. The building is located in the Downtown Mixed Use area. The ground floor's greatest floor area is commercial; therefore, the commercial mixed use standards apply— not the multi -unit standards. • Section 3.2-625C Weather Protectom Awnings and canopies are intended to protect pedestrians from the weather and add to the architectural interest of buildings. New commercial or mixed-use residential development shall provide a weather -protected area adjacent to sidewalks and plazas. The proposal achieves all requirements of this section; see details in code summary of section 3.2-625 above. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 A STREET — _ — — — — — — _I a a ADJACENT PROPERTY + + - NOT IN SCOPE ILI W [C y PROPERTY LINE S (AREA OF WORK) — y ALLEY j --33'-e" 33'-d' a M (E) FIRE HYDRANT MAIN STREET 448 MAIN STREET - RIVETT BUILDING SITE PLAN 1" = 50" Project number 21006 Date 2021.12.17 �p°FpF COLIFe�pA�\ Access Engineering LLC wry• b4 E.17 A—Suite 1 V.,e 3-, 91,01 . 5,1-0853215 .' Tiaespollntion Fngineeting - reart,=nes�e� Tdp Gene�atlon i�c ea Management T.. i..0 -Strwt CI9Wy Low -Rise Apartment Trip Generation 6130122 Twelve low-rise apartment are planned for as an addition to a commercial building on Main Street in Springfield Oregon. The City has asked the developer to include a trip generation estimate relating to the increase in trips documenting compliance with SDC 42-105. The Springfield Development Code 4,2-105 states: B. An applicant may be required to prepare a Traffic Impact Study (7 IS) to identi� potential traffic impacts from proposed development and needed mitigation measures. I TIS is required iii ny of the frallawing criteria are met. 1. Peak Hour Threshold. If a change in land use or intensification of an existing use generates 100 or more trips during any peak hour as determined by procedures contained in the most recent edition of the Institute of Tramportation Engineers Trip Generation Manual, a ZZS shall be performed by a registered professional engineer. 2. Average Daily Traffic Threshold. If a change in land use or intensification of an existing use generates 1,000 or more trips per day as determined by procedures contained in the most recent edition of the Institute of Transportation Engineers Trip Generation Manual, a TIS shall be performed by a registered professional engineer. The trip generation for the 12 apartment addition on Main Street in downtown Springfield, Oregon is found using the 110 Edition of the ITE Trip Generation Manual using the ITE Code 220 - Multifamily Housing (Low -Rise) with the Dense Multi -Use Urban setting. The AM peak hour trips generated are 12 and the PM peak hour trips generated are 6. There is no daily trip data for the dense multi -use urban category. However, daily trips for the General Urban/Suburban setting are 192 trips per day. As one can see, the 12 apartment unit addition will not generate enough daily or peak hour trips to warrant a Traffic Impact Analysis. From: TOURTILLOTT Katherine Katherine.TOURTILLOTT@oestsYate.or.us Subject: PW: 448 Main Street, Springfield Data: November 29, W21 at 12:16 PM To: Jenna@campfiolob.cnm Cc: POWELL Wade Wade.POWELL@odOLslate.ocus, LIEBLER Micheal mliebler@spdngfiekior.gov, PARKS Brien N Brim.N.PARKS@adot.oregon.gov Hi Jenna, Had to get a few people involved but it looks like you need to leave 5' between the awning and the signal pole. Please see email, below. Thank you. Kathy Tourtillott Area/District 5 Permits P: 541-735-4724 F: 541-7262509 2080 Laura Street Springfield OR 97477 Katherine.tourtillott@odot.state.or.us From: CRAMER Scott B<Scott.B.CRAMER@odot.state.or.us> Sant: Monday, November 29, 2021 11:47 AM To: LAFLEUR Christina L<Christina.L.LAFLEUR@odot.oregon.gov> Cc: PARKS Brian N <Bdan.N.PARKS@odoLoregon.gov>; TOURTILLOTI- Katherine <Katherine.TOURTILLOTT@odat.state.or.us>; POWELL Wade <Wade.POWELL@odot.state.or.us>; SCHMIDT Jamie M<Jamie.M.SCHMIDT@odot.oregon.gov> Subject: RE: 448 Main Street, Springfield Goad question! Section 5.5.4 of the Signal Design Manual should apply. While this isn't a low voltage utility conflict, working clearances still apply. So we are looking for 5'. https://www.oregon.00v/adot/En igneering/Documents Traff'c$tandards/S'gnal-Design-2022-05 odf Scott B Cramer, P.R. State TrafOc Signal Engineer I Y 503/476-7849 Oregon Department of Transportation 1 4040 Fairview Industrial or SE smttb cremsn3odot state onus I Salem, Oregon 97302-1142 From: LAFLEUR Christina L<Christina.L.LAFLEUR@odot.oreaon gov> Sent: Monday, November 29, 2021 11:30 AM To: CRAMER Scott B <ScotLB.CRAMER@odoLstate.ocus> Cc: PARKS Brian N <Bdan.N.PARKS@odot.oreaonoov>; TOURTILLOTT Katherine <Kathedne.TOURTILLOTT@odot state or us>; POWELL Wade <Wade.POWELL@odot.state.or.us>; SCHMIDT Jamie M <Jamie.M.SCHMIDT@odot.oreaan.aov> Subject: RE: 448 Main Street, Springfield Hi Scott, Do we have a requirement for how much clearance we would want a building canopy to keep from a signal pole? The building at the address in the subject line is remodeling and warded to take that in consideration. I am not aware of a standard for this, and would like your input. Thanks, Christy LaFleur, P.E. Region 2 Traffic Design Engineer Oregon Department of Transportation Region 2 Tech Center 455 Airport Rd SE, Bldg A Salem, OR 97301 Phone: 1-503-988-2714 Traffic -Roadway Section Traffic Signal Design Manual - Signal Plan 5.5.4 Utility Conflicts Always check to see if there is the possibility of overhead and underground utility conflicts when locating poles. Conflicts with overhead and underground utilities will need to be addressed during the design of the signal. A minimum of 10 feet from overhead high voltage lines is required as per OAR 437-002-0047. For low voltage utilities (e.g. communication, fiber optic, cable, etc.), the following minimum clearances should be provided (See Figure 5-90): • A minimum of 5 feet from access points (e.g. removable pole caps, handholes, and terminal cabinets) and illumination fixtures • A minimum of 1 foot from above the mast arm and backplates If there are any known conflicts with utilities, contact the Region Utility Specialist for help. See chapter B for more detailed information about identifying conflicts and working with the Region Utility Specialist. There are three possible solutions depending on the situation; 1.) the signal pole location may need to be adjusted (which may require other auxiliary signal equipment such as pedestrian pedestals), 2.) the utility may need to be relocated, or 3.) a combination of number one and two. Utility conflicts shall be addressed and resolved before the design is complete. January 2022 Page 5-99 Traffic -Roadway Section Traffic Signal Design Manual - Signal Plan Figure 5-90 1 Low Voltage Utility Clearances /'A, ati r'ae°p�geal�.. xw Cxi a<p°l<Pci<: N came PoleO ONE ass Po/ n F /nMnNe Q;'�� (Acte slant/ �44��cc—nnrrtrlwe eim/wl Cabne a Polnrl £ r cwE mob 4ow varmAG[Irt rm a[nxn LECIe eW�[ urh as,em°wbe P°He a{v, na�en'oi°., �r'eerz ae.P,,;Pm< mamtwaaceaR �� n 43— � maWne aria aurins ea0ev<egnalbarkpAresGall ne as sh°mm /° a.°,Ma°�'a�mrer"erameail,Ne/mk,.me< :yam i3 /ea�n <trYPs° Der kaa ac IheuM;rvtw�+eaa 'Igrca nrha ,M1es< II<. gmawo./m»n aPP nNm o�.w,¢ye.ummes. r° i nmon"a eima<, %vown< gw,e,eeeo,er adz-aca January 2022 Page 5-100 Am SPRINGFIELD UTILITY BOARD FLT( TRIC SERV ICE( 66' T ER 1001 Mein Street Springfield, OR 97477-4819 Tel 541.726.2395 Fe 541.726.2399 www—buti Lcam March 25, 2022 Jenna Fribley Campfire Collaborative Architecture & Design 341 Main Street Springfield, OR 97477 RE: Capacity requirements to adequately serve the project at 448 Main Street. Dear Jenna: The requested electrical service has the following characteristics: Panel Size: 1,000 Amp Voltage: 120/208 Volt, Three Phase Given these criteria, SUB has the following capacity requirements to serve the project for which the cost will be the responsibility of the developer: 1. Utility Transformer capacity. SUB will install an upgraded vault and transformer to provide sufficient capacity for the development. 2. Utility Secondary capacity. SUB will install additional conduit and conductor to connect the new/upgraded transformer to the existing secondary conduit/conductor system. 3. Utility Infrastructure design. Utility infrastructure design will be completed by SUB and the utility will coordinate the adjustment and/or installation of electric facilities with the developer. 4. Utility Infrastructure Installation. Infrastructure will be installed in accordance to the terms of a construction agreement between SUB and the developer. The electric distribution system shall be designed and installed to adequately serve the development in accordance with the Springfield Utility Board's Development and Reeddevelopm�enn�tt �Policy. Sincerely, !V Dan Norland Electric Engineering Technician 541-744-3784 Enclosure: Electric Utility Work Temporary Pole Location TENTATIVE STEP PLAN FOR TEMP OVERHEAD POWER SOURCE WEDNESDAY INSTALL POLE AND CONDUIT TO VAULT 75G009 THURSDAY INSTALL OVERHEAD TRANSFORMER BANK AND CONDUCTOR FRIDAY EARLYSTART SAM-9AM TRANSFER SERVICES TO OVERHEAD TRANSFORMER BANK REMOVE PADMOUNT TRANSFORMERS AND PRIMARY/SECONDARY IN VAULT 99A017/99A018 WEEKEND - MONDAY CONTRACTOR TO REMOVE EXISTING VAULTS 99A017/99A018 TUESDAY CONTRACTOR TO TRENCH ALLEY AND INTERCEPT EXISTING S' CONDUIT WEDNESDAY CONTRACTOR TO TRENCH ALLEY AND INTERCEPT EXISTING S" CONDUIT THURSDAY CONTRACTOR TO INSTALL NEW S'X 7'VAULT 220005 FRIDAY CONTRACTOR CLEANUP AND TEMPORARY ALLEY RESTORATION - WEEKEND - MONDAY PULL PRIMARY BACK TO NEW VAULT 200005 TUESDAY SECONDARY TO SOO MAIN VAULT AND SET TRANSFORMER ON VAULT 200005 WEDNESDAY NIGHTWORK 7PM— 12AM CONVERT 500 MAIN STREET TO 120/208V, 3 PHASE THURSDAY NO WORK. CREW ON REST. FRIDAY EARLYSTART 4AM-9AM CONVERT 141/149 5TH STREET TO 120/208V, 3 PHASE. CONVERT 538 MAIN STREET TO 120/208V, 3 PHASE. SECONDARY TO VAULT 75GO09 - WEEKEND - MONDAY OVERTIME 7AM— 7PM SECONDARY FROM VAULT 75G009 T0448 MAIN. CONVERT 440, 444,448 MAIN STREET. TUESDAY REMOVE OVERHEAD TEMP TRANSFORMER BANK AND CONDUCTOR WEDNESDAY REMOVE POLE AND CONDUIT. THURSDAY CONTRACTOR CONCRETE REPAIR FOR SIDEWALK AND 2 PANELS IN ALLEY, FRIDAY CLEANUP/FINISH Note: Dates/Times are subject to change. ASI W i =i URN `,1,Li/AMa .. � N T r 1 S ,Ah St 5th St kcal: 0 CONSTRUCTION AGREEMENT THIS AGREEMENTmadeand ¢opened into this day✓ A AAA -19-2@2, by and between Me CITY OF SPRINGFIELD, OREGON, a municipal corporation, artia, by and through the SPRINGF160 UTILITY BOARD, hereinafter refernedto as Me first party, and Masala PropeNes, LLC, hereinafter referred to as the second party. WITNESSETH WHEREAS, Me first party owm and operates municipal electric and water systems serving within and adjacetAMthe corporation limits of said city, and WHEREAS. Me second parry Is planning the development and construction of A Commercial Buddha, heated ai dIR Main Street in lane County, Oregon, said developed for COMMERCIAL amounts, described partimlarityas falloers: T" MAP, 17-[B- 1, TAR LOT: Wall WHEREAS, the second party has applied to Me first parry for electrical services for said development; rmw, therefor, IT IS AGREED by and between the first party and the second party and each in consideration of promises and agreements ofthe others do hereby promise and agree as follows: 1. The Springfield utility Board does hereby agree m install an electric distribution system for Me service of A Commercial Building in accordance with plain for electric developments shown an bb Number 121011. 2. The second party agees to pay the first partythe sum of$d9,B99.Q payable before Me start of construction, in accordance with Me Springfield Utility Board's Development and Redevelopment Oiarge Policy. 3. The first party's plans, specifications and developmem charges are based on Me aaumptiom thMMe complete distribution system shall he installed. Nthe second parry changes Me plain and constructs the development other than orionally stated, Me second party shall pay for any additional cost incurred by Me first party. Said payment to be made MicrM the first party energizing Me system electrical. a. The second party a pees to comply with all Mops specified in the current Electric Development and Redevelopment Charge Policy in effect atthe timethis agreement is entered into. 5. The second party requests peculation of distribution facilities M commence within 30 days of the payment dare. fi. The first party agees to make a concerted effort W commence installation of distribution facilities wnhln 30 days of the second party's requested installation date provided the second party does not obstruct or denies Mefimtpary's... Within 180 daysofthedateofM6 ageement,ifthesecond parrydoesnotperfornih resporrsihili hes under theaWeement, pufust party has no furtheroblivoon under this agreement. T. This ageement shall be bindhrg upon heirs, eaecutors, administrators, successors and assignees of the nupeetive partes. S. Nothingherein containedshall beconstrued as limdingthefirst party ortheserund party in any manner except as herein set forth human as services, meters and Me reading thereof and Me billing for camumption, and associated smite charges are concerned. 9. "R sort or legal action inatiated by either party for the purpose of enforcing the terns of this ageemeM,the prevailing party shall be entitled M dud ment apimt the other party for the prevailing parties reasonable attorney fees and court costs as date unined by Me Court atrial or any appeal therefrom." Deed this 309 day,o,11hi;g42Up ^ / ! / Santa, Rin, Director Dartd u.11 a@n inner Dectrk: Engineering&Operations Mas prop C SPRINGFIELD UTILITY BOARD WATER SERVICE CENTER 202 South 18th Street, Springfield, OR 97477-5240 Tel 541-726-2396 Fax 541-747-7348 www.subutil.com TO: Drew Larson City of Springfield 225 N. 5th Street Springfield, OR 97477 DATE: October 11, 2021 SUBJECT: SUB Water comments for DIM 811 -21 -000257 -PRE, David LoveaA Listed below are our comments for the above referenced development proposal: 1. The proposed development is within the Springfield city limits and currently receives water service from the Springfield Utility Board (SUB). 2. Please ask the developer to contact SUB Water Division for detailed information regarding any proposed modification of the existing water service(s) or any additional water services to the proposed development. 3. SUB and the City of Springfield are separate entities. Any water related items affecting your development will need to be coordinated through SUB Water Division independently from any items or submittals that may be required by the City. Please contact the SUB Water Divisfan for detailed information regarding any water servfcefs) to the proposed development. 4. Non-residential backflow prevention assemblies are required to be installed downstream, above ground and adjacent to the water/fire/irrigation service. New non-residential water services (domestic and irrigation) require the installation of a Reduced Pressure Backflow Assembly (RPBA). 5. New residential water services with lawn sprinkler systems or other cross -connection hazards will require a Reduced Pressure Backfiow Assembly (RPBA) installed above ground and at a location between a tap on the domestic service line and the irrigation system. Residential fire systems containing anti -freeze compounds or any other chemicals shall be isolated using a RPBA. If no chemicals are used in the fire system, then a Double Check Valve Assembly (DCVA) is required. These assemblies are required to be installed above ground and at a location between a tap on the domestic service line and the fire system. 6. All non-residential domestic water, fire, and/or irrigation service(s) will require the installation of a backflow prevention assembly(ies). 7. All backflow prevention assembly design plans must be submitted to SUB Water Division for approval. For more detailed information about SUB's Cross Connection Control Program Standards contact the Water Division at 541-726-2396 or refer to SUB's website at: http://www.subutil.com/water/cross<onnection- control-and-backflow-protection/. S. Springfield has several wellhead protection areas. Ninety percent of Springfield's drinking water comes from wells. In every instance, care shall be taken to prevent groundwater contamination. Contractors/developers/owners shall be responsible for the safe handling and storage of chemicals, petroleum products, fertilizers, and the prevention of groundwater and storm water runoff contamination. Special requirements maybe necessary for groundwater protection at this development. Formoredetailed information, Contact the SUB Water Division Drinking Water Source Protection Coordinator at 541-726-2396. PLEASE NOTE: SUB development charges are paid directly to SUB Water Division and SUB Electric Division. Sincerely, Spring(leld Utility Board— Water Division From: HIGLEY Scott scotth@subutil.com ef Subject: FW:44e MAIN ST Date: December 16, 2021 M 7:40 AM To: Drew Larson almson@springlield-or.gov Cc: Water Ergineering Waterengineering®subutil.com, Jenna campfirelab.cnm jenna@campfirelab.cum Hi Andrew, Attached is what I have sent to the architect and the owner has filled out our meter sizing form. The owner is also working with our Water Quality manager on the placement of the backflow assemblies for the fire and domestic service. I am working with the owner on sizing the domestic water service. The 12" PVC water main that is under the sidewalk will supply any amount of water that this site will need. The static water pressure at the water main is 50 psi. Please let me know if you need anything else. Thanks, Scott Higley Engineering Technician Springfield Utility Board Water Service Center 202 South 18th Street Springfield, OR. 97477 e-mail scotth@submil.com www.subutil.com general (541)-726-2396 direct (541)-736-3295 cell (541)-501-1750 fax (541)-747-7348 From: HIGLEY Scott <scotth@subutil.com> Sent: Wednesday, December 08, 2021 2:47 PM To: 'Jenna Fribley' <jenna@campfirelab.00m> Cc: Water Engineering <Waterengineering@subutil.com>; RebeccaW <RebeccaW @ subutil.com> Subject: RE: 448 MAIN ST Hi Jenna, Attached is a pdf of the water map and the letter that went to the city. Please let me know if you need anything else. I have sent the meter sizing for to Harvey and Price this morning and need to see any plans that you have for this development. Thanks, Scott Higley Engineering Technician Springfield Utility Board Water Service Center 202 South 18th Street i V— 3 Fo N 1-1,0 ASST a ;n 8V-95 2V-32 M M M 5 I� � � F 167-1 8M GE / /1 V � 138 75 �j M r, 134 1 51 _N `r N N d d �� 140 130 .a\-� ..C1 —n A1C._ PN GP � � F PN g\.• GE /1 V � M 1 22 M O O Iu i N Lr LOR LO ePN� cJ (p d a° C' F N t of 0F d It It 44 4 vRRpp� M 6V-166 H— 9 41 121 H 909 6V-167 MAIN Sl 4V-148 2V-147 4" PVC,'86902 FIRE SERMC /60642 /1 V � M M O O Iu i N Lr LOR LO ePN� a° S 116" DI,'07957 �v-172 S A ST 10" HARVEY PRICE $. Project: 448 Main. Site Address 448 Main St. Springfield, Or. 97477 Regarding: Building Sewer Video. Author of document: Ben Ellis, Harvey & Price. Date:1/22/22 Upon reviewing the building drain videos offered on this project, here's our thoughts. The existing drain line makes multiple offsets that could and should be alleviated. The portion nearest the building has roots inside of the pipe. The roots appear to enter through inconsistent and poorly made pipe joints. The last few feet before the connection with the 10" sewer lateral appear to be sloped at roughly 45' upward off the 10". This same sloped run appears to be in good shape and is root free. Our recommendation is to replace the building sewer from the upstream end of the first piece off of the 10" main. This allows the existing 10"x4" building sewer connection to remain in use while replacing the inferior section of existing 4" pipe. Regards, Ben Ellis. LIGHTING MILLENNIUM Millennium Lighting www.miltenniumlighting,com LEDRS10 -LED R SERIES OUTDOOR 10"ANGLE SHADE This item can be converted to a pendant or wall sconce with purchase of separate compatible clownrod or goose neck. Please see compatible downrods and arms below: Compatible downrods RSI, RS2, and R53 Compatible with arms: RGN10, RGN12, RGN13, RGN15, RGN22, RGN23, RGN24, RGN30, and RGN41 Compatible with wire guard: RWG10 LEDRAS10-SB Nmxallfiniand a outdoor fin.ngmust asprosnin wmah aainctl and treeled. Therebre,pra suggest cleaning p.da . auni application r finisM1 preserving 8 renewing pmducts SUCM1 as PejwenaR. R SERIES R ONRI■S Dimensions Width 10" Height 11" Wire Length 100" Weight 2.51 lbs. Finish & Material Finishes Sa-satin Black Material Metal LED Light Engine 11W LED 90 CRI 800 Lumens 3000k 50,000 Hour Lifespan Constructed in Aluminum 5 Year Warranty Replaceable LED Module Certification UL Listed Wet Location Item Number SKU'S LEDRASIO-SB 'V&king the L�esird & o%vddV R SERIES OPTIONS GOOSE NECKS - (WALL MOUNT) RGNIO RGNI2 RGNI3 RGN15 T m_TI I W g- � 3 S f 14Y 3 RGN22 RGN23 111311124 II \\ tT iy 5- uI�»- \�V 15' �k �� I � E °d 31 RGN30 RGN41 T TO y IE 3g 3 �.E er 3 E 4y. 3 WdPWe In[IutlM ID:3/4" FINISHES ABR -Architectural Bronze AL -Aluminum ASB -Aluminum Painted Satin Black GA - Galvanized GY - Gray NB - Navy Blue NC - Natural Copper SB - Satin Black SG -Satin Green SR - Satin Red WH -White STEMS AND CANOPY KITS - (CEILING MOUNT) STEM CONNECTORS Rwcn RSCK(25'"Ie) 4X' 1T RC Accep9ts3/4" stem • v.0 M14 ID:3/4" ..AFF 3X11 `'F FF RSCM O FINISHES FINISHES 13" ° ABR -Arch itectural BronzeIL ABR- Architectural Bronze RSI sx" GP-Gopper GA - Galvanizetl P' � �k J AL -Aluminum CR - Gopper ] id GV -Gray 144 GA - Galvanized NB - Navy Blue GY - Gray _ N RSCKSS Hilo Angle) SB - Satin Black NB - Navy Blue .8. SG - Satin Green Satin Red SB - Satin Black SG - Satin Green RS2 WH -White -Satin Red 9fi WH -White WH -White R53 WALL MOUNT SWIVELS WIRE GUARDS NSH FINISHES Rwcn ABR -Architectural Bronze CP - Copper Jh' GA - Galvanized 4X' 1T SB -Satin Black 3 SG - Satin Green M14 SR - Satin Red f T 3 WH -White ..AFF 3X11 `'F FF RM2 JT 13 E jl RAie ° R S®RIBR FINISHES ABPArchitecturalBronze GA - Galvanized GY-Gray NB - Navy Blue SB -Satin Black SG - Satin Green SR - Satin Red WH -White R SERIES OPTIONS 1 LIGHT POST ADAPTERS Will work with any RLM shade Designed to fit standard 3" posts and pier mount bases Uniquestem hung design does not require pipe sealant compound on fittings. 3/4" inner diameter rigid conduit or water pipe may be substituted for stems or goose necks. RPAS 26" 18_ 3 2 LIGHT POST ADAPTERS Will work with any RLM shade Designed to fit standard 3" posts and pier mount bases Unique stem hung design does not require pipe sealant compound on fittings. 3/4" inner diameter rigid conduit or water pipe may be substituted for stems or goose necks. RPAD R 6Is1411 s 16� �� 33" W: 33' x H: 26' Finish & Material Finishes ABR -Architectural Bronze AL -Aluminum CP - Copper GA - Galvanized CV - Gray NB - Navy Blue SB -Satin Black SG - Satin Green SR - Satin Red WH - White Material Cold Rolled Steel, Die Cast Zinc Certification UL Listed Wet Location Item Number SKU RPAS Finish & Material Finishes ABR -Architectural Bronze AL -Aluminum CP - Copper GA - Galvanized GV - Gray NB - Navy Blue SB -Satin Black SG - Satin Green SR - Satin Red WH -White Material Cold Rolled Steel, Die Cast Zinc Certification UL Listed Wet Location Item Number SKU RPAD ) § / !§ ( } t § Pic _ ) Q \ ; [ ,b . )j r))./�/. )�\\� T!4 ) § / !§ ( } t § \\ r))./�/. )�\\� T!4 p ) SO* Map IT 03 35 2 4 SEE SUPPLEMENT MAP .a• � n S 1000 YI • 1 W 90D a90D 9DD�2 B�. 18� f BBf♦• W • ..q floo 21 • 1200 e { 2800 2900 ;(1pp � s 3300 . 350f I- f • M sDo I 1 SooD 13 3I 4501 1 450, Y p /+ 80W !{{ 9100 94Di 8500 9700 • � LfLf Il ` ' 1 1 1 I 3� w !pI STREET . te4r4r fll�41 N 4200 l L M J N ua Q C N m m m O O—w 0 d 0 C 0 mL3c w c 0 M— C- - a�Oc0 UN v'�om p.MOZ mE II "D 00 U~ m O s Alu-o) - m om a� m m .o :fifl c S. IJrfOvQM-7 °d1im''L tNc cTaisw':"m 0 a)mT.mc 0c•',iIaWcm.Y.000 m maQ�l O tP aupiEcNaa Slno m m poOw0+ 0 00o"`crmO c Ow`N0 0 0E o (D L O o _U Tm NL - WN00--- O p 0 aO797 m�O=„d c i5 'SM mm m w o c E3 °momcZ ;r c ca Sc co rnoE19 me OO119O Jeo -5.F CO w 3+0Eoc m m.oomw QooL0 O om� r. o 0cc ID 8mm c0 0 ocm moo W v W pa. 1a O V U C > e�j m m C Tc p•. = T E `” W 7e paoaaa ao) panraaaa sem IuawMsut m^ J .— L m XC O- m m � m J 4 v^ N e4 ) 9 4 °P ' J . � rp .`. Q' "O m T' T y- i W 7. a) 7 1 fi plaa fi aaa filun0 w v o a w o `� O •8 r c c 3 L m m ics a ao ue cn • as un a m c y W c m m .p Ix v m .� c m �,� m m P. yl ) P >I I� ti aJ rP'1 m vi 8 m m- O m E r E o c o w o ,c •ss - aue•„o 6}uno0 O. m c y y 0 0 a o 0i 0$ y t- E O ZO w uosaJO;o a;e;s m r 3 D.' C N 'c N O .L.. X00 ccrn�c aami° rt'co� m�>.E�>. a; c mmo F- C co m 't6 p Ui � w U� z � d c O 0 O) m e C = O m c Z o M E W t a b o E w �..� Q o o 'o U If o E w 0 a) v a E g Tm� ca mmw 't-0 o.> a.c cz m TW v m �-'v m y vOF (9c0o�E vrnn aNi.d00 c-9•0-4) y m EV E0 Q Jr'� t y CD 'C L O CL 'c N rm-• L C L J c E W 3n nm«tO°c 3 >�m Ep cwE m°o20 E m t�i orcin oW v�_o.mo co 2:a lu ='EoO ) chip� .pm o E O a9E m E: c 3 0 m O m m O U N U mm L V m 0 0 c z d W 3 �. V 2 1 Y >.r � O m y c w'� m m W a C X _ O J Z L L p -d c m w 0.2 T.d? t0 ( m 0f 0 E > O �6Cv m rp O 00 O m. o 0 m $ m y C aCCO i1OJc3Coo p'i0 �mawiLLd _o4)0e(a to m $ omp mmz -C�ELa 9E o: �d�SroT mm acm0 > E o pmc0 . 'm$.p' o -M E.2 o$E -Pppwmm Oc0'namip�` .$ 2 Amo. 3 C m •c L _w 0 a'0+ U m 0 W m - A C m i� E V C Vc C w . t.. '0G O�W mc.o. oOrN�cZO m mpj U a$v m- WV Gawio+ c�i`m a)vc�m o0. m$aTiU CC ct 00cc W a C mU` .. ..l �. C 0vM m W 2 ._� m d --c[ m m= m O r1 ` fnj Viv w m 0 m�•-3 aTc i�o�o .mui�W00 J O .4 Q0- CQ N O m -0p -_ cm C.._,c r. LN0 C'mV m 0 W En c4O O C G O ro =LMO.5 (V Y T L C 2 O Zw 0-0 �mwai c>y0ot �40 X c aE�E X .0 m°�oorom O = ,y �Z vtE -c m pL�z.. LnrX to �wT ca pcccc. F' m� W5 c.o0 F -❑mc 2— i5c cm's'' io 16Lzc .�� me me ec. O- 2i OU 0.co -z -id 3aE W �moic0 mv� <Q m=0 Yl m £y m`m m.� Z co N 0L- 1 mm4) W -m0 0. c-pV Evo NV NL R•pcEmEy ¢ M 'i LL f Eva 0� fa E 4) -G C m O 0 V W C O T T� T) W ZW gg 0 ZZ ccs W �wo E�oE ami `bac E- c`Z mz E 'c$mmomo ¢ I_ o W tq�O.m �mwoc ocmm carcc m t' _ n Q� OmcY IL ym wcpm— J .ON •• N 61 •pLC c >— 'F=-cot0 2ioNC8Q�-a F(n0 w ro.20Em w mOZpZpnza O� ? a' ti() 0ocnca IM MM owl NM9HG 01 Nam __ . 1- li8 0 ^ N 0 LL g L 3 O d w N a O zW. c 0 y E E U 2 LL CORK W F N LL LL U- 04 N CL W 0