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HomeMy WebLinkAboutPlans Applicant 11/19/2024VICINITY MAP GENERAL NOTES 1. 2. 3, 4. 5. 6. 7. 8. 9. 10. 11. TNR Family Homes New Detached Triplex THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWING TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK. DIMENSIONS ARE TO FACE OF STUDS. UNLESS NOTED OTHERWISE (UNO). THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS WORK TO SECURE COMPLIANCE WITH DRAWINGS FOR THE ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENTS. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND OPENING SIZES (CLEARANCES REQUIRED) FROM MANUFACTURER PRIOR TO CONSTRUCTION AND INSTALLATION OF EQUIPMENT, FURNISHINGS, ACCESSORIES, ETC. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES WHETHER OR NOT SPECIFICALLY REFERENCED. HOWEVER DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE OVER TYPICAL" OR "TYP." DETAILS. SPECIFIC DETAILS AND NOTES SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS. SILICONE CAULK SHALL BE USED TO SEAL ALL JOINTS OF MILLWORK, TRIM, EQUIPMENT WALL MOUNTING PENETRATIONS IN FLASHING, P.LAM., ETC. IN WET ROOMS TO PRODUCE A WATERTIGHT SANITARY SEAL. ALL UNPAINTED FERROUS METALS EXPOSED TO THE WEATHER SHALL BE GALVANIZED, UNO, SEPARATE ALL ALUMINUM AND OTHER METALS FROM DISSIMILAR METALS WITH BITUMINOUS TAPE. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL GRAB BARS, SHELVES, EQUIPMENT, ACCESSORIES, CABINETS -COORDINATE LOCATION WITH OWNERS. ALL BUILDING ENVELOP PENETRATIONS TO BE SEALED 379 S 51st PI, Springfield, OR 97478 PROJECT DATA ADDRESS ASSESSOR'S MAP AND TAX LOTM SITE AREA: TOTAL BUILT AREA: REFERENCE CODES: Energy efficiency Residential structures Electrical Mechanical Plumbing SCOPE OF WORK 379 S 51st PI, Springfield, OR 97478 17 02 33 34 03500 0.26 acres or 11, 147 at 3,381 at total floor space 2021 Oregon Energy Efficiency Specialty Code (OEESC) 2023 Oregon Residential Specialty Code (ORSC) 2023 Oregon Electrical Specialty Code (OESC) 2022 Oregon Mechanical Specialty Code (OMSC) 2023 Oregon Plumbing Specialty Code (OPSC) (3) two-story, single family houses with attached garage Design• Report 379 S 51st i Springfield, Oregon 97478 Latitude Longitude: r. Area of Interest zol Is I � s .r' - _ — - * Jd iY 1 s • am ul J t ' r r I r. v - _ if ' 4 ■ �.� ' !!,'•ten' 'S' I County Lane County I Code Minimum Ground Snow Load 36 psf Basic e- r Design •: mph Seismic Design ar Frost line depth 12 Inches Weathering Potential Moderate - I Air Freezing Index cc I See Section R301.2 of the 2023Orecion ResidentialN" - for more information. Report generated: November 11, 2024 10:32 AM DRAWING LIST Sheet Number Sheet Name Shad Issue Date Current Revision Current Revision Date Current Revision Description G-001 Cover sheet November 12, 2024 G-002 Requirements checNls6 fire access and seake0e sencM1 November 12, 202/ _- C 101 h 'Site Plan -permeable and impermeable areas November 12, 2024 C 101a Site Plan -tadot boundaries November 12, 2024 - C 101c Site Plan and utilities November 12, 2024 COMPOSITE ARCHITECTURE LLC OWNER TNR FAMILY HOMES CONTACT: TONY RODRIGUEZ 4864 DAISY STREET SPRINGFIELD OR 97478 541-531-2659 TNRFAMHOME@GMAIL.COM TBD ARCHITECT COMPOSITE ARCHITECTURE, LLC CONTACT: ALAIN REBEYROL, AIA 30 E BROADWAY, SUITE 151 EUGENE OR 97401 541-204-0650 REBEYROL@COMPOSITEARCH ITECTU RE. NET 379 S 51st Pl. Development TNR Family Home - Development Meeting Cover sheet Revision _- # _ Description Date NAMNflEPiYROL G-001 N E�OR 2 3385 alF OF PROJECT NUMBER R1-2024 DATE 11/1212024 DRAWN BY et CHECKED BY amr SCALE 12" = 1.-0.. PRINTING DATE 11/17/202412:17:02 PM G"fapdnglleldnR City Cf Spanrfi<Id OR OR D SPRINGFIELD CODE D D OPERATIONS AND MAINTENANCE It COMPOSITE ARCHITECTURE LLC Development Initiation Meeting Submittal Requirements Checklist Application Fee - Refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. The applicable application fees are collected at the time of complete application submittal. E] Development Initiation Meeting Application Form n Five (5) Questions - List specific questions the applicant would like staff to answer during the meeting. So that each question may be fully evaluated,. the list is limited to five questions. If more than five questions are asked or multiple part questions are presented staff may not be able to address all relevant concerns. Prioritizing the five questions is �I—'—[� recommended. El One (1) Copy and one (1) digital copy of the Proposed Plan - Suggested information valuable for staff to review the proposal is listed below. review the proposal is listed below. it is not necessary to include all :these items on the site or plot plan. However, applicants are encouraged to address as many as possible given that the level of information that will be derived from the meeting is commensurate with the level of detail provided in the application, Applicants are also encouraged to include additional information on the plan as listed in the Springfield Development Code (SDC) 5.12.120, Land Divisions - Partitions & Subdivisions - Tentative Plan Submittal Requirements or 5.17.120, Site Plan Review Submittal Requirements. E] Drawn in ink on quality paper no smaller than 11" x 17" El Scale appropriate to the area involved and sufficient to show detail of the plan and related data, such as 1" = 30', 1" = 50' or 1" = 100' ® North arrow ID Date of preparation Street address and assessor's map and tax lot number (] Dimensions (in feet) and size (either square feet or acres) of the development area 1 / C 101a Location and size of existing and proposed utilities, including connection points 1 / C 101c On -site drainage collection system and flow patterns, the size and location of drain 1 / C 101c lines and catch basins, dry wells, and natural drainageways to be retained El Area and dimensions of all property to be conveyed, dedicated, or reserved fort / C 101a common open spaces DIMS Related to Land Divisions E] Approximate location, number, and dimensions of proposed lots 2 / C 101a r] How streets in the proposal area connect with existing streets 2 / C 101b DIMS Related to Site Plan Review El Proposed and existing buildings: location, dimensions, size (gross floor area), 2 / C 101a setbacks from property lines, distance between buildings, and height Area and percentage of the site proposed for buildings, structures, driveways, 3 / C 101 b sidewalks, patios, and other impervious surfaces Parking and circulation plan 1 / C 101C Appendix TICE OPERATIONS AND MAINTENANCE A. Introducing.. C. stormwater Management B. Operations and Maintenance Facility Inspection and Plan S.bmittls. Mature ... cc Log. D. Facility Specific Operations and Maintenance Plans. This appendix presents the operation and maintenance (O&M) requirements fop so mmwater management facilities designed and installed in the City of Springfield pursuant to SDC 4.3.110. A. Introduction. 1. Notice of Operations and Maintenance Agreement-(NOMA). The NOMA most be in a form approved by the City Attorney and most identify the property as having a stormwater management facility and the responsible party for future operations and maintenance. The NOMA most be completed and recorded at Lane Cosery Deeds and Records. Signboards on the NOMA shall he notarized. Theintent of the NOMA is to ensure that the facility will be identified to future property owners and that the facility will be operational according to the Springfield Development Code, Springfield Municipal Code, the O&M Agreement, and the O&M Plan for the site. 2. Operations and Maintenance Agreement - (O&M Agreement).. The O&M Agreement most be on a form approved by the City Attorney and must identify the property as having a stormwater management fi edity; the oivnees time, address, email, and phone number, the site address; financially responsible party for ongoing operation and maintenance; and partiesresponsible for inspecting and maintaining the facility. The O&M Agreement does not need to be recorded. The intent of the Agreement is to ensure that the facility will be maintained for functionality, aesthetics, and will identify aovauntbility. The stormwater site plan attached to the Agreement will help identify to the owners and inspection the location and the functions of the stormwater facilities, and the Facility Specific O&M Plan will identify the routine maintenance procedures and scheduling. 3. Facility Specific Operations and Maintenance Plan -(&M Plan). This appendix provides pre -approved Facility Specific Operations and Maintenance Plans (O&M Plans) for various types of stormwater quality facilities. Stormwater facilities that are not included in this appendix (i.e. a manufactured stormwater treatment technology), are required to submit an O&M Plan that is the manufacturer's requirements and facility specific operations and maintenance activities consistent with ongoing function of the stormwater facilkyhes). The O&M Plan strategiesin this appendix apply to all stormwater management facilities and related foci lily components identified in SDC 4.3.110. Stornowater destination facilifies are required to be operated and maintainedin working condition for the life ofthe facility. 4. Private Facilities. re vil.&I cwn im s://ecoJe36a—.05045 m 2024.1104 Operations and Maintenance Soakage 12" = 1'-0" Sand Filters Operations and Maintenance Plan iv. If non -chemical methods have proved unsuccessful, contact the City inspector prior to use of chemical methods such as the mosquito larvicides Bacillus thurengensis var. israeliensis or other approved larvicides. These materials may only be used with City inspector approval if evidence can be provided that these materials will not migrate off site or. enter the public stormwater system. Chemical larvicides shall be applied by a licensed individual mearmachn. Holes in the ground located in and around the infiltration basin shall be filled. Soakage TCe arches Operations and Maintenance Plan Soakage Trenches consist of drain mek and sand, and receive stormwater from roof downspouts and/or area drains. There are various components within the system - piping, silt basin and the trench itself. The Conveyance Piping consists of an inlet pipe piewmpout or area drain), an outlet pipe located between the silt basin and the soakage trench, and a perfomed pipe, located on top of the aggregate bed of the soakage trench. The Set Begin is a structure receiving muoff from an inlet pipe and conveying it in the soakage trench. The silt basin serves as the pre4reatment system for the soakage trench, removing. sediments and other debris that can impact its proper functioning. All facility comp ricots, vegetation, and source controls. shall be inspected for proper operations and structural stability. These inspections shall occur, at a minimum, quarterly for the first 2 years fimn the date of installation, then 2 times per. year afterwards, or within 48 hours after each major storm. The facility owner at keep a log, recording all inspection dates, observations, and maintenance activities. The following items shall be inspected and mainlined as stated: Soakage trench infiltration: If water is noticed on top of the trench within 48 hours of a major storm,.. the soakage trench may be clogged. • Cbeek for debriecedMent accumulation, rake and remove and evaluate upland causes (erosion,. surface or of debris, etc. • Assess the Condition of the. aggregate and the filter fabric in the trench. If there is sediment in; the aggregate, excavate and replace. • If there is a tear in the filter fabric, repair or replace. • The soakage tench area shall be protected from compaction during contraction. Conveyance Piping: If water ponds over the north for more than 48 hours after a major storm and no other cause if identified, it may be necessary to remove the filter fabric to determine ifthe perforated pipe is clogged with sediment or debris. • Any debris or algae growth located on top of the soakage beach should be removed and disposed of properly. If the piping has settled more than I -inch, add fill material. ff there are cracks or releases, replace or repair the pipe. ]fibers are signs oferosion around the pipe, this may be an indication. ofwater seeping due to a crack or break. Silt Basin: if water remains in the soakage trench for 3648 hours after enter, check for sediment accumulation in the silt basin Dowxkxskd hoop h.,11-6,360 oom5M045 m 2n]11 L04 0 5' 10, 29 1 1 I ""' "" o o, .— 0 r I 1• =11r-T Site Plan - fire access to the furthest n building corner Soakage Trenches Operations and Maintenance Plan • If less than 50 percent capacity remains in the basin or 6 inches of sediment has accumulated. remove and dispose the sediment Spill Prevention: Virtually all sites, including residential and commercial, present dangers from spills. All homes contain a wide variety of toxic materials including gasoline fop lawn mowers, antifreeze for '.. cars, nail polish remover, pesticides, and cleaning aids that cab adversely affect groundwater if spill d. It `is important to exercise caution when handling substances that can contaminate stormwater. • Activities that pose the chance of hazardous material spills shall not take place near soakage trenches. A Shut-off Valve or Flow -Blocking Mechavism may have been required with the construction of the 'soakage trench in temporarily prevent stormwater from flowing into it, in the event of an accidental material spill. This may also involve mats kept on site that can be used to cover inlet drains in parking lots. The shut-off vaiveshalI remain in good working order, or drops or other flow -blocking mechanisms are used, they shall be kept in stock on -site. Training and/or written guidance information for operating and monitoring soakage trenches shall be provided to all property owners and tenants. A copy of the O&M Plan shall be provided to all property owners and tenants. Access to the soakage bench is required for efficient maintenance. Egress and ingress routes will be maintained to design standards at inspections. Insect and Rodents shall not be harbored in the soakage trench: Pest control measures shall be taken when insects/rodents are found to be present • If a complaint is received or an inspection reveals that a stormwater facility is significantly infested with mosquitoes or other vectors, the property owner/owners or their designee may be required to eliminate the infestation at the City inspector's discretion. Control of the infestation shall be attempted by using first non -chemical methods and secondly, only those chemical 'methods specifically approved by the City's inspector. Acceptable methods include but are not limited to the following: i. Installation ofpredaclous bird or bat nesting boxes. ii. Alterations of pond water levels approximately every 4 days in order to dismpt mosquito larval development cycles. iii. Stocking ponds and other permanent water facilities with fish or other predatory species. iv. ifoon-chemical methods have proved unsuccessful, contact the City inspector prior to use ofchemiwl methods such as the mosquito larvicides Bacillus thurengansis var. xeseliensis. or other approved larva ides. These materials may only be used v.-ith City inspector approval if evidence can be provided that these materials will not migrate off site or enter the public sotmwater system. Chemical larvicides shall be applied by a licensed' individual or contractor. • Holes in the ground located in and around the soakage trench shall be filled. DogreeW 2024-11-H Vs h An optional silt trap catches leaves and debris to help keep pipes and trench clear. Soakage trench illustration LJ 12" = 1'-0" ---- Rain slowly seeps out of holes through gravel and into the soil OWNER TNR FAMILY HOMES CONTACT: TONY RODRIGUEZ 4864 DAISY STREET SPRINGFIELD OR 97478 - 541-531-2659 TNRFAMHOME@GMAIL.COM GENERAL CONTRACTOR TBD ARCHITECT COMPOSITE ARCHITECTURE, LLC CONTACT: ALAIN REBEYROL, AIA 30 E BROADWAY, SUITE 151 EUGENE OR 97401 541-204-0650 REBEYROL@COMPOSITEARCHITECTURE.NEr 379 S 51 st PI. Development TNR Family Home - Development Meeting Requirements trench filled with gravel ' checklist, fire access ill pipe and soakage trench Revision # Description Date , AEU ARcp�T AIAWNIa➢EM@ G-002 s "KW 8� 9l test � F OF PROJECT NUMBER R1-2024 DATE 11 /12/2024 DRAWN BY amr CHECKED BY amr SCALE As Indicated PRINTING DATE 11/17/202412:17:26 PM L- 03500 11147 SF Site Plan - existing _ 185.78' 06' 54" E 85.78' l � l i l � w 03500-B 03500-C Iq 03500-D 1443 SF 1443 SF =" 1689 SF 3 z� m 00 i N 88' 06' 54" W _ _ _ _ _ _ _ _ — _ S 88' 06' 54" E _ _ _ _ N 88' 06' 54" W _ _ — — —S 88' 06' 54" Ei — Y 87.74'� 30.97' �30.92' --36.20' S 88`06'54"E 03500 11147 SF Site Plan - proposed with child lots 1 = 10'-0" NOTES Average Size of Lots: 2167 SF 15 units per acre COMPOSITE ARCHITECTURE LLC OWNER TNR FAMILY HOMES CONTACT: TONY RODRIGUEZ 4864 DAISY STREET SPRINGFIELD OR 97478 541-531-2659 TNRFAMHOME@GMAIL.COM ARCHITECT COMPOSITE ARCHITECTURE, LLC CONTACT: ALAIN REBEYROL, AIA 30 E BROADWAY, SUITE 151 EUGENE OR 97401 541-204-0650 RESEYRO L@COMPOSITEARCH ITECTURE. NET 379 S 51 st Pl. Development TNR Family Home - Development Meeting Site Plan - taxlot boundaries Revision # Description Date QnNNNMI�f�Bf1A0.?�� 5385 OF oQ�CAi C 101a PROJECT NUMBER R1-2024 DATE 11/12/2024 DRAWN BY et CHECKED BY amr SCALE 1" = 101-01, PRINTING DATE 11/17/202412:17:32 PM N 0 5' 0 20 r 0 2" l' n Site Plan - existing layout 9" = 10'-0" 06' 54" 1 Area: 623 2 Area: 504 5 3 5 88' 06 54' E N 0 5' 10 20 o r 1 Site Plan - 1" = 10'-0" 6_0' to far f6'17l 1 Area: 623 1 Area: 623 2 Area: 504 54r. Original layout Site total 11,147 sf 100.0% House root (composite shingle) 993 sf 8.9% Garage roof (composite shingle) 459 sf 4.1% Driveway(asphalt) 722 sf 6.5% Yard (Bark Mulch and some landscaping) 8,973 sf 80.5% Completed proposed layout Site total Existing house roof (composite shingle) 11,147 sf 993 sf 100.0% 8.9% Existing garage roof (composite shingle) 459 sf 4.1% Existing driveway (aspha It) 722 sf 6.5% New house 1 roof (composite shingle) 818 sf 7.3% New house 2 roof (composite shingle) 818 sf 7.3% New house 3 roof (composite shingle) 818 sf 7.3% New dnveway (concrete) 833 sf 7 5% New drlveway(Compacted gravel) 1,982sf 178°o Reduced (Bark Mulch and some landscaping) 3,704s11 33 Permeable andimpermeable areas 12" = 1'-0" COMPOSITE ARCHITECTURE LLC OWNER TNR FAMILY HOMES CONTACT: TONY RODRIGUEZ 4864 DAISY STREET SPRINGFIELD OR 97478 541-531-2659 TNRFAMHOME@GMAIL.COM GENERAL CONTRACTOR TBD ARCHITECT COMPOSITE ARCHITECTURE, LLC CONTACT: ALAIN REBEYROL, AIA 30 E BROADWAY, SUITE 151 EUGENE OR 97401 541-204-0650 RESEYRO L@COMPOSITEARCH ITECTURE. NET 379 S 51 st Pl. Development TNR Family Home - Development Meeting Site Plan - permeable and impermeable areas Revision # Descriptlon Date ARcy,� P NMMEML C 101 b rr KU OR Z f 5395 9-5e OF o��8 PROJECTNUMBER fi1-2024 DATE 11/12/2024 DRAWN BY et CHECKED BY amr SCALE As indicated PRINTING DATE 11/17/202412:17:41 PM Existing sanitar To existing dev accross 5 51st Existing Electrical Dole with new transformer Existing sanitary manhole N It 0 2" 1' -194 Site Plan - proposed new building layout n and associated utilities (schematic) 1" = 10'-0" 0 10 20 40' N—MMMMMAerial view of existin site confi uration - 0 r' 1'=21Y-0 3 Aerial view showin nearest ublic ark Approximate distance: ane e trench below driveway as destination for the storm water see 3 / G-002 COMPOSITE ARCHITECTURE LLC OWNER TNR FAMILY HOMES CONTACT: TONY RODRIGUEZ 4864 DAISY STREET SPRINGFIELD OR 97478 541-531-2659 TNRFAMHOME@GMAIL.COM ARCHITECT COMPOSITE ARCHITECTURE, LLC CONTACT: ALAIN REBEYROL, AIA 30 E BROADWAY, SUITE 151 EUGENE OR 97401 541-204-0650 REBEYROL@COMPOSITEARCHITECTURE. NET 379 S 51 st Pl. Development Z Family Hom Development Meeting Site Plan and 11/17/202412:17:54 PM