8307 5TH AVE W 2023-04-07 - Laserfiche WebLink

INFORMATION FOR DEVELOPER: The following information is provided for the developer's benefit. These are not SEPA conditions but are associated with other laws or requirements. All requirements are preliminary in nature, and are based upon the preliminary site plan and the ordinances in effect at time of submittal for SEPA review. The proposal must comply with all ordinances in effect at the time a complete building permit application is filed, including ' 'hose not specifically set forth herein. Contact the Planning Department for information regarding appeals processes for the requirements listed in this document. Public Works Comments 1. Traffic Mitigation Fees shall be paid in accordance with EMC 18.40 and any subsequent revisions. This project shall generate a net increase of 6.5 PM peak hour trips above existing mitigated conditions based on a City of Everett evaluation. Under the current Traffic Mitigation Ordinance this project shall pay a traffic mitigation fee of$15,600 upon building permit issuance if issued prior to January 1, 2016. 2. Provide frontage improvements (curb, gutter and sidewalk) along the entire frontage. No roadway widening is required and the existing curb location is acceptable. 3. No structures, including stormwater facilities and required parking, are allowed within a 20 foot setback from the existing property line to allow for future ROW acquisition if necessary for widening of 5th Ave W. 4. All traffic control markings and signs along the driveway that are within fifty feet of the right-of-way shall be MUTCD compliant. 5. The main entrance driveway shall have at least 20 foot depth before encountering any garage access points. 6. All garage driveways shall be less than five feet or greater than twenty feet in length. 7. The final design shall provide for safe pedestrian walkway from the units to the public sidewalk. 8. Stormwater shall be managed in accordance with City standards, which are found in the City's 2010 Stormwater Management Manual (SWMM). 9. The site slopes away from the street and stormwater will probably have to be managed at the rear of the project, with discharge to Merrill-Ring Creek. If the applicant chooses to use a pump instead, the City will have additional criteria that will need to be met before discharge to the storm drainage system in 5th Ave W. 10. The outfall to the creek shall meet City standards (Chapter 6.7, Volume I of the City's SWMM)) and an HPA may be required depending upon the necessary design and location of the energy dissipation system relative to the creek. However, it appears that the slopes may be mild enough at the edge of the buffer to allow for a dispersion system. Unless otherwise agreed to by Planning, the dispersion system would not be allowed to be located within the buffer. 11. The site plan shows less than 5,000 s.f. of pollutant generating impervious surface (i.e. driveways and parking areas). If that remains the case, then stormwater treatment will not be required. However, pretreatment for sediment removal will be required in order to protect the outfall system, which would be very difficult to access for maintenance. 12. Formal flow control (i.e. detention) is required when 5,000 s.f. or more of impervious surface is created.