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HomeMy WebLinkAboutPre-app Mtg Summary - 23-000122.pdf1 PRE-APPLICATION MEETING FOR Usman Rizvi Residence PRE23-000122 CITY OF RENTON Department of Community & Economic Development Planning Division May 11, 2023 Contact Information: Planner: Alex Morganroth, 425-430-7219, amorganroth@rentonwa.gov Public Works Plan Reviewer: Sam Morman, 425-430-7283, samorman@rentonwa.gov Fire Prevention Reviewer: Corey Thomas, 425-276-9582, cthomas@rentonrfa.org Building Official: Rob Shuey, 425-430-7290, rshuey@rentonwa.gov Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). 2 Renton Regional Fire Authority M E M O R A N D U M DATE: May 3, 2023 TO: Alex Morganroth, Senior Planner FROM: Corey Thomas, Lead Plans Review Inspector SUBJECT: Talbot SFR 1. The fire flow requirement for a single-family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. At least one new fire hydrant will be required to be installed. The existing city water main is an 8-inch dead end main and therefore cannot support enough water flow for another fire hydrant. Therefore, the options would be to loop the existing dead end main with at least approximately 550-feet of new water main or install an approved residential fire sprinkler system that can substitute for a second fire hydrant. The applicant shall work with a fire sprinkler designer to ensure that the underground supply pipe for a combined new home and a fire sprinkler system is sized sufficiently for both systems. 2. The fire impact fees are currently applicable at the rate of $829.77 per single family unit. This fee is paid at building permit issuance. 3. Fire department apparatus access roadways are required to be a minimum of 20-feet wide, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 75-psi point loading. Access is required within 150 feet of all points on the buildings. Dead end streets over 150-feet requires a hammerhead type fire apparatus turnaround. The proposed turnaround cannot be constructed within the parking apron area of the proposed new house garage. Turnaround dimensions shall meet fire code minimums. See attached diagram. Maximum grade is 15 percent. All homes on dead end streets that exceed 700 feet require an approved fire sprinkler system, regardless of size. 3 4 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: May 9, 2023 TO: Alex Morganroth, Planner FROM: Sam Morman, Civil Engineer SUBJECT: Usman Residence 3106 Talbot Rd S PRE23-000122 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official City decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal located at parcel(s) 3023059134. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water 1. The project is within the City of Renton’s water service area in the West Talbot Hill 350 Pressure Zone. 2. The static water pressure is approximately 96 psi at ground elevation of 128 feet. 3. There is an existing ¾” service and meter fronting Talbot Rd S to be relocated to new water setter. 4. There is an existing 12-inch water main located in Talbot Rd S that can deliver a maximum flow capacity of 4,000 GPM (see water plan No. W-05990B). Proof of an applicable utility easement is required to access this main. 5. There is an existing 4-inch water main located to near the eastern edge of the parcel on the neighboring parcel (see water plan No. W-395301). The main appears to be located in a 20-foot utility easement as shown in the recorded plat map (see KC recording No. 20190829900002). 6. Based on the review of project information submitted for the pre-application meeting, the fire flow requirement for a single-family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. 7. Civil plans for any water main improvements will be required and must be prepared by a professional engineer registered in the State of Washington. Please refer to City of Renton General Design and Construction Standards for Water Main Extensions as shown in Appendix K of the City’s 2019 Water System Plan. Adequate horizontal and vertical separations between the new water main and other utilities (storm sewer pipes and vaults, sanitary sewer, power, gas, electrical) shall be provided for the operation and maintenance of the water main. Retaining walls, rockeries or similar structures cannot be installed over the water main unless the water main is installed inside a steel casing. • See comment 5 of this section and comment 1 of RRFA’s memo pertaining to required fire flow. Either water main improvements or domestic residential fire sprinkler system are needed to achieve the required fire flow. i. An extension of the water main shall be designed in accordance with comment 6 above to provide hydrant spacing and locations as determined by RRFA. Additional off-site easements 5 may be required based on final configuration. A 15-foot wide public water easement is required for any public water main, hydrants and water meters located outside City right-of-way. A minimum 10-foot setback is required from the building foundation to the new water main. ii. A minimum of 1-inch water service and meter with DCVA is required for homes served by residential sprinkler systems. • For the installation of off-site and on-site fire hydrants, the location and number of hydrants will be determined by the RRFA based on the final fire flow demand and final site plan. 8. A conceptual utility plan will be required as part of the land use application for the subject development. 9. The development is subject to applicable water system development charges (SDC’s) and meter installation fees based on the number and size of the meters for domestic uses and for fire sprinkler use. The development is also subject to fees for water connections, cut and caps, and purity tests. Current fees can be found in the 2023 Development Fees Document on the City’s website. Fees will be charged based on the rate at the time of construction permit issuance. • The SDC fee for water is based on the size of the new domestic water to serve the project. The current water fee is $4,850.00 per 1-inch meter. • Drop-in meter fee is $460.00 per 1-inch meter. • A credit will be applied to the existing services if abandoned. • The full fee schedule can be found at: https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067864&dbid=1&repo=CityofRenton 10. The development is within the Hospital & South Talbot Hill Water SAD and is subject to SAD fees. All lots are subject to the SAD fee. The SAD is based on fire flow. Payment of this fee is required at time of civil construction permit issuance. The fees are as follows: • 1500 GPM of less Area i. Area Charge = $0.034 per square foot ii. Frontage Charge = $16.00 per front foot • Greater than 1,500 GPM Area i. Area Charge = $0.048 per square foot ii. Frontage Charge = $18.00 per front foot Sanitary Sewer 1. The project is within the City of Renton’s sanitary sewer service area. 2. There is an 8-inch gravity wastewater main located in Talbot Rd S (see record drawing S-183003). Proof of an applicable utility easement is required to access this main. 3. There is an 8-inch gravity sewer main north of the site in a neighboring parcel (see record drawing S-023603). Proof of an applicable utility easement is required to access this main. 4. There is an existing 8-inch gravity main south of the site in S 32nd Place (see record drawing S-189204). Proof of an applicable utility easement is required to access this main. 5. An individual sewer stub from a sewer main is required for the lot. All new sewer stubs shall conform to the standards in RMC 4-6-040 and City of Renton Standard Details. 6. A conceptual utility plan will be required as part of the land use application for the subject development. 7. A 15-foot private sewer easement (see KC recorded document No. 20150515000801) appears to run through the proposed building footprint, as can be seen in the recorded plat map (see KC recording No. 20190829900002). 8. The development is subject to a wastewater system development charge (SDC) fee. SDC fee for sewer is based on the size of the new domestic water to serve the project. Current fees can be found in the 2023 Development Fees Document on the City’s website. Fees will be charged based on the rate at the time of construction permit issuance. • The current sewer SDC fee is $3,650.00 per 1-inch meter. • Final determination of applicable fees will be made after the water meter size has been determined. • The full fee schedule can be found at: https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067864&dbid=1&repo=CityofRenton 6 Surface Water 1. The site slopes from east to west. Portions of the site’s slope exceed 15%. Drainage from the site either infiltrates or sheet flows to the west. There is an existing stormwater ditch along the eastern frontage of Talbot Road S, west of the site. Drainage in the ditch flows to the north. There is also an existing storm system located to the southeast of the site that runs through S 32nd Pl (see record drawing R-395305). 2. Any new on or off-site drainage systems must be designed in accordance with Chapter 4 of the 2022 RSWDM. 3. Drainage plans and a drainage report complying with the adopted 2022 Renton Surface Water Design Manual will be required. Refer to Figure 1.1.2.A – Flow Chart of the 2022 Renton Surface Water Design Manual (RSWDM) to determine what type of drainage review is required for this site. The site falls within the Flow Control Duration Standard Matching Forested Site Conditions. The site falls within the Black River drainage basin and the Panther Creek sub basin. 4. The current Surface Water Standard Plans shall be used in all drainage plan submittals. The current City of Renton Standard Details are available online in the City of Renton website https://edocs.rentonwa.gov/Documents/Browse.aspx?id=990403&dbid=0&repo=CityofRenton 5. If the new plus replaced pollution generating impervious surface exceeds 5,000 SF, the applicant will be required to provide basic water quality treatment. Any proposed detention and/or water quality vault shall be designed in accordance with the RSWDM that is current at the time of civil construction permit application. Separate structural plans will be required to be submitted for review and approval under a separate building permit for the detention and/or water quality vault. 6. Appropriate on-site BMPs satisfying Core Requirement #9 will be required to help mitigate the new runoff created by this development to the maximum extent feasible. On-site BMPs shall be evaluated as described in Section C.1.3 of the 2022 RSWDM. A preliminary drainage plan, including the application of on-site BMPs, shall be included with the land use application, as applicable to the project. The final drainage plan and drainage report must be submitted with the utility construction permit application. 7. A geotechnical soils report for the site is required per the 2022 Renton Surface Water Design Manual Section C.1.3. Information on the water table and soil permeability (measured infiltration rates), with recommendations of appropriate on-site BMPs per Core Requirement #9 and Appendix C shall be included in the report. The report should also include information concerning the soils, geology, drainage patterns and vegetation present shall be presented in order to evaluate the drainage, erosion control and slope stability for site development of the proposed plat. The applicant must demonstrate the development will not result in soil erosion and sedimentation, landslide, slippage, or excess surface water runoff. 8. Erosion control measures to meet the City requirements shall be provided. 9. The development falls within the R-8 zone which has a maximum impervious surface area of 65% per lot, and maximum building coverage of 50% per lot. 10. The development is subject to a surface water system development charge (SDC) fees. Fees will be charged based on the rate at the time of construction permit issuance. • The current SDC fee for a single family residence is $2,300 per lot. • The full fee schedule can be found at: https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067864&dbid=1&repo=CityofRenton Transportation 1. Refer to City code 4-4-080 regarding driveway regulations. a. A minimum separation of 5 feet is required between driveway and the property line. b. Maximum driveway slopes shall not exceed 15%. Driveways exceeding 8% shall provide slotted drains. c. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). 2. For dead end streets that exceed 150-feet in length an approved turnaround per RMC 4-6-060 is required. 3. Paving and trench restoration within the City of Renton right of way shall comply with the City’s Trench Restoration and Street Overlay Requirements. 7 4. The development is subject to transportation impact fees. Fees will be charged based on the rate at the time of building permit issuance. a. The 2023 transportation impact fee is $12,208.54 per single family home. b. The full fee schedule can be found at: https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067864&dbid=1&repo=CityofRenton General Comments 1. If frontage improvements are required, all existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along property frontage or within the site must be underground as outlined in RMC 4-6-090 – UTILITY LINES - UNDERGROUND INSTALLATION. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 2. Adequate separation between utilities as well as other features shall be provided in accordance with code requirements. a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other utilities is required with the exception of water lines which require 10-ft horizontal and 1.5-ft vertical. b. The stormwater line should be minimum 5 feet away from any other structure or wall or building. c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building. 3. All construction utility permits for utility and street improvements will require separate plan submittals. All utility plans shall confirm to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. Please visit the Development Engineering Forms page for the most up-to-date plan submittal requirements: http://rentonwa.gov/business/default.aspx?id=42473 4. A landscaping plan shall be included with the civil plan submittal. Each plan shall be on separate sheets. 5. Fees quoted in this document reflect the fees applicable in the year 2023 only and will be assessed based on the fee that is current at the time of the permit application or issuance, as applicable to the permit type. Please visit www.rentonwa.gov for the current development fee schedule. 8 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: May 11, 2023 TO: Pre-Application File No. 23-000122 FROM: Alex Morganroth, Senior Planner SUBJECT: Usman Rizvi Residence 3106 Talbot Rd S (APN 3023059134) General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre -application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available online at www.rentonwa.gov. Project Proposal: The applicant is proposing to construct a single-family home on the site at 3106 Talbot Rd S (APN 3023059134). The site is approximately 40,200 sq. ft. (0.92 acres) in size and is currently undeveloped. The parcel has a Comprehensive Plan Land Use of Designation of Residential Medium Density and a zoning designation of Residential-8 (R-8) dwelling units per net acre (du/ac). According to the applicant, the new single-family home would be approximately 6,500 sq. ft. in size with a three -car attached garage. Access to the site is proposed via an existing access easement on the abutting property to the west (3100 Talbot Rd S; APN 3023059033) connecting the site to Talbot Rd S. No individual trees were identified for removal by the applicant. According to COR Maps, sensitive slopes are mapped on the site. Current Use: The site is currently undeveloped. Zoning/Density Requirements: The subject property is located within the R-8 zoning classification. The density range allowed in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per one net acre. For purposes of calculating net density: All fractions shall be truncated at two numbers past the decimal. Should a calculation result in a fraction of a dwelling unit that is 0.50 or greater, the fraction shall be rounded up to the nearest whole number, for example, 4.56 dwelling units becomes 5.0. Should a calculation result in a fraction that is less than 0.50, the fraction shall be rounded down to the nearest whole number, for example, 4.49 dwelling units becomes 4.0 dwelling units. The Residential Medium Density Land Use designation is intended to create opportunities for new single family residential neighborhoods and to facilitate high-quality infill development that promotes reinvestment in existing single family neighborhoods. No new lots are proposed and therefore the proposal for one new single- family residence on an existing lot complies with the zoning and density requirements for R-8 zone. Development Standards: The project would be subject to RMC 4-2-110A, “Development Standards for Single Family Zoning Designations” effective at the time of complete application (noted as “R-8 standards” herein). 9 Minimum Lot Size, Width and Depth – The minimum lot size permitted in the R-8 zone is 5,000 square feet for parcels being subdivided. Minimum lot width is 50 feet for interior lots and 60 feet for corner lots; minimum lo t depth is 80 feet. The width of lots at their foremost points (i.e., the points where the side lot lines intersect with the street ROW line) cannot be less than 80% of the required lot width (40 feet for R-8 zone), except in cases of lots on a street curve or the turning circle of a cul-de-sac, which must have a minimum of 35 feet. Lots abutting both a public street and a driveway tract are classified as corner lots. No changes to the existing lot is proposed. The existing lot appears to complies with the dimensional requirements for the R-8 zone. Building Standards – The R-8 standards allow a maximum building coverage of 50% of the lot area. The maximum impervious coverage in the R-8 zone is 65%. The maximum wall plate height is restricted to 24 feet, and the buildings shall not be more than two stories. Roofs with a pitch equal to or greater than 4:12 may project an additional six (6) vertical feet from the maximum wall plate height; common rooftop features, such a s chimneys, may project an additional four (4) vertical feet from the roof surface. Non-exempt vertical projections (e.g., decks, railings, etc.) shall not extend above the maximum wall plate height unless the projection is stepped back one -and-a-half (1.5) horizontal feet from each façade for each one (1) vertical foot above the maximum wall plate height. Detached accessory structures are restricted to a maximum wall plate height of 12 feet. The gross floor area must be less than that of the primary structure. Accessory structures are also included in building lot coverage calculations. The applicant did not indicate the height of the proposed structure and therefore compliance could not be determined. The proposal’s compliance with the building standards would be verified at the time of building permit review. Setbacks – Setbacks are the minimum required distance between the building footprint and the property line. The required setbacks for the R-8 zone are: Front yard: 20 feet for the primary structure; Rear yard: 25 feet; Side yards: 5 feet; and Secondary Front yard: 15 feet. Corner lots required to have a front yard and a secondary front yard are relieved of the requirement to have a rear yard; in place of a rear yard setback, the side yard s etback of the zone shall apply. The applicant has proposed orienting the house to the west with a front yard setback of 35.4 feet, a rear yard setback of 253 feet, and side yard setback of 8.1 feet (north) a second side yard setback of 22.4 feet (south). Per RMC 4-11-250 Definitions Y, a front yard is defined as the area “that separates the structure(s) from public right-of-way, private access easement, or shared driveway.” As proposed, the single-family would not be compliant with the setback requirements due to the incorrect orientation of the home. The proposal’s compliance with the setback requirements would be verified at the time of building permit review. Residential Design and Open Space Standards: The Residential Design and Open Space Standards contained in RMC 4-2-115 would be applicable to any new residential structures. Access/Driveways: There shall be no more than one driveway for each one hundred sixty five feet (165') of street frontage serving any one property or among properties under unified ownership or control; for each one hundred sixty five feet (165') of additional street frontage another driveway may be permitted subject to the other requirements of this Section. Driveways exceeding 8% must provide slotted drains at the lower end of the driveway. The maximum driveway slopes cannot exceed 15%. If the grade exceeds 15%, a variance is required. The maximum width of single loaded garage driveways shall not exceed 9 feet and double loaded garage driveways shall not exceed 16 feet. Access to the site is proposed via Talbot Rd S using an existing 12-foot wide easement across the southern edge of the abutting site the east (3100 Talbot Rd S; APN 3023059033). A copy of the easement shall be provided with building permit application. Parking Each lot is required to accommodate off-street parking for a minimum of two vehicles. Compliance with parking regulations would be verified at the time of building permit review. Fences/Walls: If the applicant intends to install any fences or retaining walls as part of this project, the location must be designated on the landscape plan or grading plan. A fence and/or wall detail should also be included on the plan. A fence taller than 6 feet shall require a building permit or an explicit exemption from the Building Official. A retaining wall that is 4 feet or taller, as measured by the vertical distance from the bottom of the footing to the finish grade at the top of the wall requires a building permit. A fence shall not be constructed on top of a retaining wall unless the total combined height of the retaining wall and the fence does not exceed the allowed height of a standalone fence. For more information about fences and retaining walls refer to RMC 4-4-040. 10 Landscaping: With the exception of critical areas, all pervious area shall have landscape treatment. Landscaping may include hardscape such as decorative paving, rock outcroppings, fountains, plant containers, etc. Ten feet (10') of on-site landscaping is required along all public street frontages. Street trees and landscaping are required within the Right of Way on public streets. Minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover per subsection L2 of RMC 4-4-070 shall be planted within right of way planting strips pursuant to the standards in subsection F.2 of RMC 4-4-070, provided there shall be a minimum of one street tree planted per lot. Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. A minimum of two (2) trees are to be located in the front yard prior to final inspection. A landscape plan shall be provided with the formal building permit application. Tree Retention: When significant trees (greater than 6-inch caliper or 8-caliper inches for alders and cottonwoods) are proposed to be removed, a tree inventory and a tree retention plan along with an arborist report, tree retention plan and tree retention worksheet shall be provided with the formal land use application as defined in RMC 4-8- 120. The tree retention plan must show preservation of at least 30% of significant trees. Please refer to RMC 4-4- 130, Tree Retention and Land Clearing Regulations for further general and specific tree retention and land clearing requirements. In addition to retaining a minimum of 30% of existing significant trees, each new lot would be required to provide a minimum tree density of 30 tree credits per net acre. Tree credits encourage retention of existing significant trees with larger trees being worth more tree credits. TREE SIZE TREE CREDITS New small species tree 0.25 New medium species tree 1 New large species tree 2 Preserved tree 6 – 9 caliper inches 4 Preserved tree 10 – 12 caliper inches 5 Preserved tree 12 – 15 caliper inches 6 Preserved tree 16 – 18 caliper inches 7 Preserved tree 19 – 21 caliper inches 8 Preserved tree 22 – 24 caliper inches 9 Preserved tree 25 – 28 caliper inches 10 Preserved tree 29 – 32 caliper inches 11 Preserved tree 33 – 36 caliper inches 12 Preserved tree 37 caliper inches and greater 13 Significant trees shall be retained in the following priority order: 11 Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); significant trees adjacent to critical areas and their associated buffers; significant trees over sixty feet (60') in height or greater than eighteen inches (18") caliper; and trees that shelter interior trees or trees on abutting properties from strong winds, which could otherwise allow such sheltered trees to be blown down if removed. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and other significant non-native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retent ion and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. The Administrator may require independent review of any land use application that involves tree removal and land clearing at the City's discretion. The Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to the Administrator's satisfaction that replacement requirements in RMC 4-4-130H1e can be met. Tree retention standards shall be applied to the developable area, as defined in RMC 4-11-040, Definitions D, of a property. Critical Areas: According to COR Maps, sensitive slopes are located on the site. Based on the presence of geological hazards on the site, a geotechnical report prepared by a licensed professional may be required by the Building Official at the time of building permit application submittal. It is the applicant’s responsibility to ascertain whether any additional critical areas or environmental concerns are present on the site during site development or building construction. Environmental Review: The proposal is categorially exempt from Environmental (SEPA) Review per WAC 197-800- 11. Permit Requirements: The project would require a building permit. Impact Mitigation Fees: Fire, transportation, park, and school impact fees would be assessed and payable prior to building permit issuance. The 2023 impact fees are as follows: • A Transportation Impact fee of $3,276.44 per single-family dwelling unit; and • A Fire Impact fee of $829.77 per single-family dwelling unit; and • A Parks Impact fee of $3,276.44 per single-family dwelling unit; and • A Renton School District Impact fee of $2,911.00 per single-family dwelling unit. A handout listing Renton’s development-related fees is available on the City of Renton website for your review. Next Steps: When the formal building application materials are complete, the applicant shall contact the Building Division at permittech@rentonwa.gov to request an upload link.