Loading...
HomeMy WebLinkAboutPRE22-000222_Amy Lay SHPL Meeting Summary_20220728PREAPPLICATION MEETING FOR Amy Lay Short Plat 3901 Park Ave N PRE 21-000145 CITY OF RENTON Department of Community & Economic Development Planning Division July 28 2022 Contact Information: Planner: Brittany Gillia, 425.430.7246, bgillia@rentonwa.gov Public Works Plan Reviewer: Jonathan Chavez, 425-430-7288, jchavez@rentonwa.gov Fire Prevention Reviewer: Corey Thomas, 425.276.9582, cthomas@RentonRFA.org Building Department Reviewer: 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 formal submittal. 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). M E M O R A N D U M DATE: July 6, 2022 TO: Brittany Gillia, Assistant Planner FROM: Corey Thomas, Lead Plans Review Inspector SUBJECT: Lay Short Plat 1. The fire flow requirements 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. One existing fire hydrant will meet the minimum requirements. 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. Credit will be granted for any existing homes that are removed or retained. 3. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, 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 that exceed 150-feet in length require an approved turnaround. Dead ends up to 300-feet long are allowed to use hammerhead type turnarounds. Dead end streets that are over 300-feet long are required to have a full 90-foot diameter cul-de-sac. The proposed new dead-end street is over 300-feet long so that a full cul-de-sac turnaround applies in this case. A variance to use a hammerhead type turnaround may be applied for with the condition that all new homes shall be equipped with approved residential fire sprinkler systems. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 20, 2022 TO: Brittany Gillia, Planning FROM: Jonathan Chavez, Development Engineering SUBJECT: Lay Short Plat 3901 Park Avenue N PRE22-000222 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 3342700405. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. EXISTING SITE CONDITIONS Water Water service is provided by the City of Renton. It is in the Kennydale 308 Pressure Zone. There is an existing 12-inch water main in Park Ave N that can deliver 3,400 gallons per minute. The approximate static water pressure is 81 psi at a ground elevation of 122’. There is an existing 8-inch water main in Wells Ave N that can deliver approximately 1,200 gallons per minute. The approximate static water pressure is 95 psi at a ground elevation of 88’. There is an existing ¾-inch domestic water service and ¾-inch water meter to the existing single-family residence (3901 Park Ave N) on the subject property. Sewer Sewer service is provided by the City of Renton. There is existing 8-inch diameter sewer main on Park Avenue N and Wells Ave N. Storm This site contains steep slopes (regulated) and landslide hazard areas. The topography slopes moderately from southeast to northwest. There is a conveyance system on Park Avenue N and Wells Ave N. Streets The proposed development fronts Park Avenue N along the east property line. Park Avenue N is classified as a Collector Arterial. Existing right-of-way (ROW) width in Park Avenue NE is approximately 50 feet. Lay Short Plat - PRE22-000222 July 20, 2022 Page 2 of 5 CODE REQUIREMENTS WATER Based on the review of project information submitted for the pre-application meeting, Renton Regional Fire Authority has determined that the preliminary fire flow demand for the proposed development is 1,000 gpm. The following developer’s installed water main improvements will be required to provide domestic and fire protection service to the development including but not limited to: 1. Extension of approximately 160 linear feet of 8-inch water main from the existing 8-inch dead end water main in Wells Ave N at the north property line west to the existing 8-inch dead end main in 3836 Lake Washington Blvd N at the west property line. A conceptual utility plan is attached. 2. A 15-foot utility easement will be required for the new water mains, hydrants, and water meters within private property. 3. Installation of additional fire hydrant as required by the Fire Authority, if the proposed residences on the new lots exceed 3,600 sf and if existing hydrants are located too far from proposed buildings. 4. Installation of a new 1-inch water service and meter for Lots 2-4. The existing 3/4" water service and meter for Lot 1 can remain if the home on Lot 1 remains. 5. A conceptual utility plan will be required as part of the land use application for the subject development. 6. Civil plans for the 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 J of the City’s 2012 Water System Plan. 7. Adequate separation between utilities is required. Minimum separation between water and non-potable water utilities is 10-feet horizontal and 1.5-feet vertical. 8. 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 2022 Development Fees Document on the City’s website. Fees will be charged based on the rate at the time of construction permit issuance. a. The SDC fee for water is based on the size of the new domestic water to serve the project. The 2022 water fees are $4,500.00 per 1-inch meter. b. Water service installation charges for each proposed domestic water service is applicable. Water Service installation fee is $2,875.00* per 1-inch service line. Fee is payable at permit issuance. c. Drop-in meter fee is $460.00* per 1-inch meter, $750.00 per 1-1/2-inch meter, and $950.00 per 2-inch meter. Meters larger than 2-inches are set by the contractor and a processing fee of $220 is required. Fee is payable at permit issuance. d. A credit for the water system redevelopment fee will be issued for the existing water service to be cut can capped as part of the project. e. Final determination of applicable fees will be made after the water meter size has been determined. SDC fees are assessed and payable at permit issuance. Lay Short Plat - PRE22-000222 July 20, 2022 Page 3 of 5 SEWER 1. A sewer main extension will be required to serve the proposed project. 2. A 15-foot utility easement will be required for the new sewer mains and manholes within the property. 3. The developer will need to show how they propose to serve the new development with sanitary sewer service to each of the units. 4. A separate side sewer will be required for each new lot. All new side sewers shall be a minimum of 6”. All side sewers shall flow by gravity to the main at a minimum slope of 2%. 5. 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 2022 Development Fees Document on the City’s website. Fees will be charged based on the rate at the time of construction permit issuance. a. The 2022 Wastewater fees are $3,500.00 per 1-inch meter. SURFACE WATER 1. A drainage report complying with the current Renton Surface Water Design Manual (RSWDM) will be required. Based on the City’s flow control map, the site falls within the City’s Peak Rate Flow Control Standard (Matching Existing Conditions). The site falls within the May Creek and East Lake Washington Drainage Basins. Refer to Figure 1.1.2.A – Flow chart to determine the type of drainage review required in the RSWM. All stormwater improvements as per the drainage review along with stormwater improvements in the frontage are required to be provided by the developer. a. Effective June 22, 2022, the City of Renton has adopted the 2022 RSWDM, which is based on the 2021 King County SWDM. Under the new 2022 RSWDM stormwater requirements, on-site BMP sizing credits for modeling credits can no longer be used for privately maintained on-site BMPs, with the exception of full dispersion and full infiltration BMPs. 2. Storm drainage improvements along all public street frontages are required to conform to the City’s street and stormwater conveyance standards. Any new storm drain installed on or off-site shall be designed and sized in accordance with standards found in Chapter 4 of the 2022 RSWDM and shall account for the total upstream tributary area, assuming developed conditions for onsite tributary areas and existing conditions for any offsite tributary areas. 3. Maintenance access is required for any proposed stormwater tracts and shall be designed and installed in accordance with the City adopted SWDM. 4. 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. 5. 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. Lay Short Plat - PRE22-000222 July 20, 2022 Page 4 of 5 6. 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. 7. Erosion control measures to meet the City requirements shall be provided. 8. The current City of Renton Surface Water Standard Plans that shall be used in all drainage submittals are available online at the City of Renton website. 9. The 2022 Surface water system development fee is $2,100 per new single-family lot. Fees that are current will be charged at the time of permit issuance. TRANSPORTATION 1. The proposed development fronts Park Avenue N along the east property line. Park Avenue N is classified as a Collector Arterial. Existing right-of-way (ROW) width in Park Avenue NE is approximately 50 feet. To meet the City’s complete street standards for collector arterial streets, minimum right of way width is 83 feet. a. The Transportation Division has no plans to widen Park Avenue N at this time. Development Engineering would support a modification request by the Applicant to provide the following modified street improvements on Park Avenue N: maintain a pavement width of 36 feet, install a 0.5-foot curb (match existing curb location directly north of project property), an 8-foot planting strip, a 5-foot sidewalk, 2 feet of clear space at back of walk, street trees and storm drainage improvements. Dedication to accommodate these improvements will be required, pending field survey. 2. Street grades shall not exceed 15 percent. 3. ADA access ramps shall be installed at all street crossings. Ramps shall be shown at each intersection. Ramps shall be oriented to provide direct pedestrian crossings. 4. Refer to City code 4-4-080 regarding driveway regulations: a. Maximum driveway slope is 15%. Driveways which exceed 8% shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage. b. The maximum width of a single loaded garage driveway is 9-feet and the maximum width of a double loaded garage driveway is 16-feet. If a garage is not present, the maximum driveway width is 16-feet. c. Driveways shall not be closer than 5-feet to any property line. 5. Paving and trench restoration shall comply with the City’s Trench Restoration and Overlay Requirements. 6. The transportation impact fee is based on the type of land use. For a single-family homes, the 2022 transportation impact fee is $10,861.69 per lot. Transportation impact fees are subject to change based on the year the building permit is applied for. GENERAL COMMENTS 1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along property frontage or within the site must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. Lay Short Plat - PRE22-000222 July 20, 2022 Page 5 of 5 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 civil construction 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 and tree retention shall be included with the civil plan submittal. Each plan shall be on separate sheets. 5. Additional Building Permit Applications will be required for the following: a. Any retaining walls that exceed 4 feet in height, as defined by RMC 4-4-040. b. Detention vaults for storm water flow control. c. Demo of any existing structures on the project site(s). 6. Fees quoted in this document reflect the fees applicable in the year 2022 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. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 28, 2022 TO: Pre-Application File No. PRE22-000222 FROM: Brittany Gillia, Associate Planner SUBJECT: Amy Lay Short Plat 3901 Park Ave N (Parcel No. 3342700405) 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, Development Services 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 https://www.codepublishing.com/WA/Renton. Project Proposal: The applicant is proposing to subdivide one (1) existing single-family parcel into four (4) lots. The project site is located at 3901 Park Ave N (APN 3342700405) and is approximately 42,200 sq. ft. (0.97 acres) in area. The subject parcel is located in the Residential-6 (R-6) zone and the Residential Medium Density Comprehensive Plan land use designation. The existing 3,000 sq ft single-family residence is proposed to remain on proposed Lot 1. Proposed Lot 1 would have an area of 12,974 sq. ft. and would access off of Park Ave N via an existing driveway. Proposed Lot 2 would have an area of 9,513 sq. ft., proposed Lot 3 would have an area of 9,563 sq. ft. and proposed Lot 4 would have an area of 9,599 sq. ft. The three lots are proposed to take access from Wells Ave N via a hammerhead shared driveway in an access easement. The site is mapped with a Moderate Landslide Hazard and Steep Slopes. Current Use: The property is developed with an existing single-family home and a detached garage that are proposed to remain on site. Zoning/Density Requirements: The subject property is zoned Residential-6 (R-6). The minimum density in the R-6 zone is 3.0 dwelling units per net acre (du/ac) and the maximum density is 6.0 du/ac. Private access easements, critical areas and public right-of-way (including frontage dedications) are deducted from the total area to determine net density. 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 Amy Lay Short Plat, PRE22-000222 Page 2 of 5 July 28, 2022 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 proposal for 4 lots on the 0.97 acre gross site area would result in a gross density of 4.1 dwelling units per acre (4 lots / 0.97 acres = 4.1 du/ac). The applicant would be required to submit a density worksheet demonstrating compliance with net density at the time of formal land use application. 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-6 standards” herein). Minimum Lot Size, Width and Depth – The minimum lot size permitted in Zone R-6 is 7,000 square feet. For subdivided parcels that are less than one acre, one of the lots is allowed to be smaller than the required minimum lot size. This single lot is allowed to be 6,250 square feet in Zone R-6. Minimum lot width is 60 feet for interior lots, or 70 feet for corner lots. Minimum lot depth is 90 feet. The lots appear to meet the minimum standards for lot size and width. However, Lot 3 does not comply with the minimum lot depth standard of 90 feet. It is the applicant’s responsibility to demonstrate compliance with the minimum lot size, width, and depth criteria of the zone at the time of formal application. Building Standards – The R-6 standards allow a maximum building coverage of 40% of the lot area. The maximum impervious coverage in the R-6 zone is 55%. 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 as 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 proposal’s compliance with the building standards for the existing home would be verified at time of land use review and compliance for the new home 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 and any private access easement or tract. The required setbacks for the R-6 zone are: Front yard: 25 feet for the primary structure; Rear yard: 25 feet; Side yards: combined 15 ft. with not less than 5 ft. on either side. 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 setback of the zone shall apply. Lots adjacent to both public ROW and driveway tract frontage are classified as corner lots. The submitted materials do not demonstrate compliance with building setbacks on proposed Lot 2, 3, and 4. Setback compliance for the existing home would be verified at time of land use review and compliance for the new homes 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: Access/Parking: Access to proposed Lot 1 would be via Park Ave N and access to the other three (3) lots is proposed via an extension of the public access road (Wells Ave N) that was stubbed Amy Lay Short Plat, PRE22-000222 Page 3 of 5 July 28, 2022 to the property as part of the Lakeview Crest subdivision. The applicant is proposing to extend the public residential access road with hammerhead. However, the current lot layout with a hammerhead design at this location does not comply with general requirement and minimum standards for residential lots under RMC 4-7-170. For example, proposed Lots 2 and 4 do not comply with the minimum lot width required between side lot lines at their foremost points (i.e., the points where the side lot lines intersect with the street right-of-way line) as they are less than eighty percent (80%) of the required lot width. In addition, the hammerhead design does not comply with complete streets principles and design to enable safe and convenient access and travel for all users including pedestrians, bicyclists, transit riders, and people of all ages and abilities, as well as freight and motor vehicle drivers, and to foster a sense of place in the public realm. Compliance with access and street standards would be required to be demonstrated at the time of preliminary short plat 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. Driveways: 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. Compliance with the driveway regulations would be verified at the time of formal land use 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. 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 conceptual landscape plan shall be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurseryman or other certified professional. Significant Tree Retention: A Tree Retention/ Land Clearing (Tree Inventory) Plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent (30 %) of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of Amy Lay Short Plat, PRE22-000222 Page 4 of 5 July 28, 2022 significant trees that would be retained. The Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to the Administrator's satisfaction that an insufficient number of trees can be retained. In addition to retaining 30 percent of existing significant trees, each new lot would be required to provide a minimum tree density of 2 trees per 5,000 square feet of lot area onsite. Protected trees that do not contribute to a lot's required minimum tree density shall be held in perpetuity within a tree protection tract. Significant trees shall be retained in the following priority order: 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; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. 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 retention 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. Minimum tree density standards will soon be updated to reflect a new “minimum tree credit” regulation. Coordinate with your Current Planning project manager to confirm the applicable tree standards at the time of land use application. Compliance with minimum tree density standards would be verified at the time of building permit application according to the code that is applicable at that time. This meeting does not vest the proposal to code that was in effect at the time the meeting notes were prepared. Critical Areas: The site is mapped with Moderate Landslide Hazards and with Steep Slopes (<=40%) Due to the presence of geological hazards, a geotechnical study may be required at the time of land use application. 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: Short plats are categorically exempt from Environmental (SEPA) Review except for lands covered by water or critical areas as designated in RMC 4-9-070H.2. The proposed short plat would no longer be exempt from environmental review if further investigation of the site results in the identification of designated critical areas. Permit Requirements: The proposal would require administrative short plat approval. The application would be reviewed within an estimated time frame of six to eight weeks. The 2022 administrative short plat application fee is $5,410.00. Each modification request is $260.00. A 5% technology fee would also be assessed at the time of land use application. All fees are subject to change. Detailed information regarding the land use permit application submittal requirements can be found on the Short Plat Submittal Requirements. Other informational applications and handouts can be found on the City’s Digital Records Library. The City requires electronic plan submittal for all applications. Please refer to the City’s Electronic File Standards. A Final Short Amy Lay Short Plat, PRE22-000222 Page 5 of 5 July 28, 2022 Plat application, and it’s associated fee, will be required following construction of the short plat’s infrastructure. Public Information Sign: Public Information Signs are required for all Type II and Type III Land Use Permits as classified by RMC 4-8-080. Public Information Signs are intended to inform the public of potential land development, specific permits/actions being considered by the City, and to facilitate timely and effective public participation in the review process. The applicant must follow the specifications provided in the public information sign handout. The applicant is solely responsible for the construction, installation, maintenance, removal, and any costs associated with the sign. Fees: In addition to the applicable building and construction fees, impact fees would be required. Fees change periodically and the fees in effect at the time of building permit issuance would apply. For informational purposes, the 2022 impact fees are as follows: • A Fire impact fee of $829.77 per each new detached dwelling unit, not including ADUs; • A transportation impact fee of $10,861 per each new detached dwelling unit, not including ADUs; • Renton School District Impact Fee of $2,659.00 (+5% administrative fee) per each new detached dwelling unit, not including ADUs, unless an exemption can be made under RMC 4-1-190.I.1.a; and • A Parks Impact Fee currently assessed at $2,914.99 per each new detached dwelling unit, not including ADUs. A fee schedule listing all of the City’s Development related fees is available for your review at www.rentonwa.gov. Next Steps: When the formal application materials are complete, the applicant shall have the materials pre-screened prior to submitting the complete application package. Please contact Brittany Gillia, Associate Planner at 425-430-7246 or bgillia@rentonwa.gov to submit prescreen materials and subsequent land use application. Expiration: Upon approval, the Short Plat is valid for five years with a possible one year extension (RMC 4-7-070M). It is the applicant’s responsibility to monitor the expiration dates.