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HomeMy WebLinkAboutApplication APPLICANT 12/21/2021City of Springfield Development & Public Works 225 Fifth Street Springfield,`OR 97477 Site Plan Review SPRINGFIELD Application Type (Applicant: check one) Site Plan Review Pre -Submittal: Ma'or Site Plan Modification Pre -Submittal: ❑ Site Plan Review Submittal: ❑ Ma"or Site Plan Modification Submittal: ❑ Required Project Information (Applicant: complete this section) Applicant Name: David Loveall Phone- 541 345.99;0 Company:p Masaka Properties Email: Address: 1657 Delrose Ave, Springfield, OR 97477 david@threesixteenministries.com Applicant's Re .: Ryan Thomas Phone: 541.687.6918 Company: Ryan Thomas Construction LLC Email: Address: 91069 N. Willamette St., Coburg, OR 97408 ryan@rthomasconstmction.00m Property Owner: David Loveall Phone: 541.345.9900 Company; Masaka Properties Email: Address' 1657 Delrose Ave, Springfield, OR 97477 david@threesixteenministdes.com ASSESSOR'S MAP NO: 17-03-35-31 TAX LOT NOS : 08000 Property Address: 448 Main St. (also 120 & 122 5th St.) Size of Property: 4800 Acres ❑ Square Feet Proposed No. of Proposed Name of Project: Rivett Building @ 446 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 existing building ,Existing Use: Commercial/mercantile/office - 3 ground Floor tenant spaces New Indervious Surface Coverage (Including Bldg. Gross Floor Area): NONE / zero sf Si natures: Please si nand Tint our name and date in thea Required Project Information (City Intake Staff., Associated Applications: ro riate box on the next a e. complete this section) Signs: Pre -Sub Case No.: �5k`,,-7A-003vZ - Date: L�' 1 Reviewed by: Case No.:LL�� Date: Reviewed by: Application Fee: $ -lZ6. JJ Technical Fee: $ Postage Fee: $ CJ LA -O(, da TOTAL FEES: PROJECT NUMBER: Revised 1/7/14 KL 1 of 11 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 timelines, information, requests and requirements conveyed to my representative. 11 Date: Z,' 6<-L 7rl�i Signature G4ylz- 6 z4yrr: z Print I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre -Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Date: Signature Revised 1/7/14 KL 2 of 11 —d— CAMPFIRE COLLABORATIVE ARCHITECTURE & DESIGN 7t www. compllrel v b.c om #""pure"" December 17. 2021 Andrew Larson City of Springfield Development & Public Works Springfield, OR 97477 SITE PLAN REVIEW APPLICATION RIVETT BUILDING @ 448 MAIN STREET (MAP/TL #17-03-35-31-08000) 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 • Reinforced concrete exterior walls, 12" thick • Wood -framed floor and ceiling/roof, wood support columns/beam at mid -span • Historic uses include general store & grocery store • Large mezzanine in north portion of building built in 1917 to provide first ladies public restroom in Springfield • Most recent use: The Sewing Room • Existing heating system: large RTU serving main commercial space; supplemental wall heaters in smaller spaces • Existing plumbing fixtures: 3 kitchenette sinks, 2lavatory sinks, 2 toilets, 4washer/dryer hookups, one tank -style water heater • No existing sprinkler system Project snipe • 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 Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE ARCHITECTURE & DESIGN 2j1W www.cumpfrrelnbcum ficemplireleh 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 momentframes 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 TJI's for new roof structure; new car -decking assembly for live/work unit mezzanine 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 fagade; 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 • Proposed uses: c Ground floor residential -1 accessible live/work unit at NE corner of building with independent entrance on 5th St. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE ARCHITECTURE &DESIGN 7� www.cpmpi treip b.c om Nca mpl i,elpb o Ground floor commercial - 1 large tenant space along Main St„ 1 smaller tenant space along 5`^ St.; to be built as shell spaces for this permit; tenants not yet identified; future buiIdouts 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 21a 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 5tb St. ATTACHMENTS: Copy of Deed - See attached Letters from Springfield Utility Board -see attached letters from Scott Higley and Dan Norland from SUB stating that the site will be adequately served for utilities Copy of the Site Plan Reduced to 8.5" x 11" - See plan attached to this narrative, separate from large format drawing set State or Federal Permits Required - N/A Completed Attached Scoping Sheet- N/A Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 -0— CAMPFIRE COLLABORATIVE ARCHITECTURE & DESIGN 9•se www. cum pli rel a b.ca m #camphrelub 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 S'^ St., and piped into storm sewer along alley. Drainage from new roof and canopies will tie into existing downspouts. Letters from Springfield Utility Board -see attached letters from Scott Higley and Dan Norland from SUB stating thatthe site will be adequately served for utilities 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. (4) Copies of the drawing plan sets - See attached large format drawings; also see outline below for specific review items and where they are addressed in the plan set 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 isto be removed. Existing building perimeter is at extent of property lines. Building shares a parry 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 Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE 4t ARCHITECTURE & CESIGN '� C www.campYi,elo�.com %cem pYielob 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 wal Is,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. • Under the 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 ofthe 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. • 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 o TOTALREQUIRED: • 11 long term (9.75 + 1.25) • 6short term (2.25 + 3.75) • 1 long term oversized o TOTAL PROVIDED/PROPOSED: 11 longterm vertical stalls + 1 oversized stall, located in residential lobby through access -controlled exterior door 8 shortterm spaces provided by 4 new hoops; 2 hoops located near Main St. entrance, and 2 hoops located near lobby entry along 5* St. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIRE COLLABORATIVE ARCHITECTURE & DESIGN ...r nbx. camplirelab.cam #complirelab • 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 it; 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 adjacent to 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. • 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 atthe curbs along Main St. and 5`h 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 light to remain. New wall -mounted gooseneck light fixtures proposed around building fapade, see Exterior Elevations on sheet A2.01 for locations. • Slopes are not greater than 5 percent. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIREOR AR_ cCTURE &DESIGN 7( ww w.c __-lirelo e.com kcompf ire lot 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 l/A0.02 for existing trees. No new proposed landscaping or street trees. f. Architectural 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 street light to remain; see location on 1/A.002. • New wall -mounted gooseneck light fixtures proposed around building fayade, see Exterior Elevations on sheet A2.01 for locations. • See attached lighting cut -sheets for more information about type of illumination, wattage, shielding, etc. 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 is not required -there are no encumbrances. • No Traffic Impact Study is required. • Multi -family development - site is not located in a residential zoning district, section 3.2- 240 not applicable. • 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 watertable, geotech report not required. • See below for code analysis pertaining to Mixed Use Overlay District (SDC 3.2-625) • 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. Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 ITCOLLABORATIVE ARCHITECTURE &DESIGN SC www.camplielo b.cOm %cpmplaeleb w 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. 3.2-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS—GENERAL a. Building Design Standards 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 62/720=.52 Requirement met south wall = 40.42 ft length south wall window length = 34.75 ft 34.75/40.42 =.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 43.7/120 =.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 adjacentto alley, east wall is parry wall 2. N/A 3. Requirement met- along the vertical face of the building, offsets occur at a minimum of every 50 feet by providing: recessed balconies with a depth of 4'- 2" and balcony overhangs with a depth of of no more than 5 ft Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 -40— CAMPFIRE COLLABORATIVE ARCHITECTURE & DESIGN 74C www. ea m pl irelob.com ptomyf nelob 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 5. 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: WA- existing building c. Weather Protection 1. Requirementmet- canopies are widerthan 6' (but not greaterthan S' depth), but are not continuous along building length 2. Requirement met- awnings and canopies do not obscure architectural features (e.g., transom area) and do not extend into the second story ofthe building. 3. Requirementmet- awnings and canopies are in proportion to the overall building and correspond to the width and locations ofthe storefront openings. 4. Requirement met- awnings and canopies are not backlit. S. Requirement met- awnings and canopies are suspended from the building and not supported by posts. d. Landsca it & Screening 1. N/A- existing building/site 2. N/A- not adjacent to residential, no ground mounted equip., existing street trees S. N/A- no new landscape areas Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 CAMPFIREORI ARCHITECTUREUPE &DESIGN X www.ca mDOmlab.[pm w[a mpii relob 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: Ni existing site/development f. Neighborhood Comoatil:ilin: WA- not adjacent to LDR zone g, Pedestrian Amenities 1. Approximately 13,470 soft 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 Sth 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 g round 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 lot/parcel is building floor area Campfire Collaborative: Architecture & Design, PC 341 Main Street, Springfield, OR 97477 541.914.0334 HILLENNOWN LIGHTING Millennium Lighting www.millenniumlig hting.com LEDR510 -LED R SERIES OUTDOOR 10" ANGLE SHADE This item can be converted to a pendant or wall sconce with purchase of separate compatible downrod or goose neck Please see compatible downrods and arms below: • Compatible downrods: RSI, RS2, and RS3 Compatible with arms: RCN10, RGN12, RGN13, RGN15, RGN22, RG N23, RGN24, RGN30, and RGN41 • Compatible with wire guard: RWG10 LEDRASIO-SE) Nere:Au rNanesnn o,W,,r I,gneng mun be pmperli, alnea and trainee. Treason, v✓c suggest cleaning with a regular application of form presaving & renewing product—ch as Rejuvenate. R E'alER11ES Q SERIES Dimensions Width to - Height 11" Wire Length 100" Weight 2.51 bid. Finish & Material Finishes S8 -Satin Black Material Metal LED Light Engine nW LED 90 CRI 800 Lumens 3000k 50,000 Hour Lifespan Constructed in Aluminum 5 Year Warranty Replaceable LED Module Certification VL Listed Wet Location Item Number SKU'S LEDRASIO-S8 MabLivlg the DesirJee oq6 rda&ee" R SERIES OPTIONS GOOSE NECKS - (WALL MOUNT) RGN10 BGN12 RGN13 RGN151��\\ y 1R- J, RGN22 RGN23 RGN24 Tmu Tm ��rh- ,sn- I W E RIX' I RGN30 RGN41 Ty^r 3- O 41 4X" eaoRvtre IrcIWM STEMS AND CANOPY KI 2-� RSCM 1R- RS1 24" RS2 TS - (CEILING MOUNT) RSCK(25°Angle) ID:3/4" O' FINISHES ABR -Architectural Bronze 2� CP - Copper GA -Galvanized _ GY -Gray NB N8 -Navy Blue RSCKS5(45°Angle) SB - Satin Black /// WHSG - Satin Green � . -WSathi Red WH White YLI1I WALL MOUNT SWIVELS RSW FINISHES ABR - Architectural Bronze CP - Copper 3X" GA - Galvanized SB - Satin Black SG - Satin Green SIR Satin Red f 2" WH - White Q SERIEsa WIN1.1*411iffa_:--1 I D: 3/4' FINISHES ABR - Architectural Bronze AL -Aluminum ASB - Aluminum painted Satin Black GA - Galvanized GV - Gray NB - Navy Blue NC- Natural Copper SB - Satin Black SG - Satin Green SR -Satin Red WH- White STEM CONNECTORS RC Accepts3/4"stem FINISHES ABR -Architectural Bronze AL -Aluminum CP - Copper 14!4I GA - Galvanized GY - Gray NB- Navy Blue SB - Satin Black SG - Satin Green SR -Satin Red WH - White FINISHES ABR - Architectural Bronze OA- Galvanized Gy Gray NB- Navy Blue SB - Satin Black SG - Satin Green SR - Satin Red WH- White WALL MOUNT SWIVELS RSW FINISHES ABR - Architectural Bronze CP - Copper 3X" GA - Galvanized SB - Satin Black SG - Satin Green SIR Satin Red f 2" WH - White Q SERIEsa WIN1.1*411iffa_:--1 I D: 3/4' FINISHES ABR - Architectural Bronze AL -Aluminum ASB - Aluminum painted Satin Black GA - Galvanized GV - Gray NB - Navy Blue NC- Natural Copper SB - Satin Black SG - Satin Green SR -Satin Red WH- White STEM CONNECTORS RC Accepts3/4"stem FINISHES ABR -Architectural Bronze AL -Aluminum CP - Copper 14!4I GA - Galvanized GY - Gray NB- Navy Blue SB - Satin Black SG - Satin Green SR -Satin Red WH - White FINISHES ABR - Architectural Bronze OA- Galvanized Gy Gray NB- Navy Blue SB - Satin Black SG - Satin Green SR - Satin Red WH- White Q SERIEsa WIN1.1*411iffa_:--1 I D: 3/4' FINISHES ABR - Architectural Bronze AL -Aluminum ASB - Aluminum painted Satin Black GA - Galvanized GV - Gray NB - Navy Blue NC- Natural Copper SB - Satin Black SG - Satin Green SR -Satin Red WH- White STEM CONNECTORS RC Accepts3/4"stem FINISHES ABR -Architectural Bronze AL -Aluminum CP - Copper 14!4I GA - Galvanized GY - Gray NB- Navy Blue SB - Satin Black SG - Satin Green SR -Satin Red WH - White FINISHES ABR - Architectural Bronze OA- Galvanized Gy Gray NB- Navy Blue SB - Satin Black SG - Satin Green SR - Satin Red WH- White A STREET i ADJACENT PROPERTY NOT IN SCOPE i a W W K PROPERTY LINE H (AREA OF WORK) N ALLEY - - �-33'-0" 33'- i r MAIN STREET -1 1 1 448 MAIN STREET - RIVETT BUILDING SITE PLAN 1" = 50" Project number 21006 Date 2021.12.17 (E) FIRE HYDRANT Am SPRINGFIELD UTILITY BOARD t II CtR IC SERV i CE CENTER 1001 Main Street Springfield, OR 97477-4619 Tel 541.726.2395 far 541.726.2399 www.aubu[iLcom December 16, 2021 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: 1201208 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 need to install a new transformer or upgrade an existing transformer to provide sufficient capacity for the development. 2. Utility Secondary capacity. SUB will need to 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. The electric distribution system shall be designed and installed to adequately serve the development in accordance with the Springfield Utility Board's Development and Redevelopment Policy. Sincerely, AA JJ Dan Norland Electric Engineering Technician 541-744-3784 Enclosure: Potential Utility Adjustments if ' M ' �'° �EALTERNATE wTRANSFORNIER.° AND CONDUIT L, LOCATION ;, "I, 1 From: HIGLEY SroH scotth@sul,01 corn d _ Subject: FW:446 MAIN ST Date: December 16, 2021 at 7:40 AM -. To: Drew Larson alarson@springlield-or.gov, Cc: Water Engineering Waterengineering@subulil.com, lennacamphrelab.com jenna@camptirelab.com 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@subutil.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.com> Cc: Water Engineering <Waterengineering@subutil.com>; RebeccaW <RebeocaW @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 Am SPRINGFIELD UTILITY BOARD WATER SERVICE CENTER 202 South 18th Street, Springfield, OR 97477-5240 Tel 541726-2396 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 -0 0 015 7 -PRE, David Loveall Listed below are our comments forth e 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 Division for detailed information regarding any water semicelsl 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 Reduced Pressure Backflow 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:/Jwww.subutil.com/water/cross-connection- control-and-backflow-protection/. 8. 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 may be necessary for groundwater protection at this development. For more detailed 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, Springfield Utility Board— Water Division Ln 0) r- 0 0 1 0 a AM ST $ , 8V -95"2V-32 2V-32 10„ M M s I� 1 —1 8n 138 75r 134 151 N N d rlr7 �t 140 130 6V-166 H— 9; 49 � Vc N � J 1�G2E2 C) N(0d F aPG�; '( Nd Go 121 0 00 N N dIt It It U L-j H 909 6V-167 2 MAIN ST 4V-148 2V-147 00 FIRE SERVIC 4" PVC,'86902 /60642 f— e = e a n M M~ ~M Lo r 00 � w v L = OPN� d n n I R ON � —16" DI,'07957 v 3 14v- 172 72 S A ST �. 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