3301 SEAWAY BLVD 2020-01-21 - Laserfiche WebLink

10. Any broken or damaged sidewalk/public right-of-way shall be repaired/replaced in accordance with current City of Everett Standards and per the City Public Works Inspector. 11. All roadways must meet City of Everett Standards. 12. All sidewalks and driveways must be ADA compliant 13. All traffic control markings and devices on driveways within 50'of the right-of-way shall be MUTCD compliant. 14. A stop sign must be added to each access point. 15. Site access driveways shall comply with City of Everett standards. Driveway widths in excess of 35' shall require engineering analysis for justification to support a wider driveway. 16. Parking layout must be consistent with current City of Everett Standards, including but not limited to parking aisle widths and parking stall dimensions. 17. Fire hydrants must be a minimum of 50'from any building and a maximum of 200'. • 18. Due to the presence of high erosion and landslide hazard areas immediately to the east,and to the presence of sensitive City of Everett utility infrastructure along the base of the adjacent steep slopes, exfiltration from the proposed stormwater control pond shall be strictly prohibited during all phases of development. Sufficient detail and analysis to ensure this requirement will be met must be provided to and approved by the City prior to the issuance of any permits for work on this site. 19. The City will require that the full construction plans and specifications for the proposed flow control facilities on the site be reviewed and approved by the project's geotechnical engineer prior to issuance of any permits for this project. Per EMC 19.37.070,the City reserves the right to hire,at the applicant's expense,an independent geotechnical engineer of the City's choosing to review the construction submittals for the project's proposed flow control facilities. At the geotechnical engineer's recommendation—either the project applicant's engineer or the City's geotechnical engineer—the representative of the geotechnical firm shall be present to witness/verify all sensitive aspects of the construction of the drainage facilities on this site and to ensure the facilities are constructed in strict concurrence with the approved design. 20. A detailed construction phasing plan shall be submitted to and approved by the City prior to the issuance of any permits for work on this site. • 21. Seasonal limitations for construction activities on this site shall be rigorously adhered to,particularly with respect to construction of the proposed stormwater control pond at the east end of the site. 22. Natural drainage patterns on the property must be maintained. In particular,the amount of area that currently drains into the tight-lined storm drainage system of the development to the north of this project shall not be increased over existing conditions. The project site contains a significant amount of developable area that currently drains to the south and the east—and not to the north. It appears that a second detention system and outfall to Powder Mill Creek will be required for this project. Discharge to the storm drainage/ditch system along the north side of Seaway Blvd would be an acceptable discharge location for this second detention facility, preferably at or downstream of the City outfall designated as POWMILL-005. 23. Pre-treatment of stormwater for sediment removal shall occur upstream of the proposed stormwater flow control pond at the east end of the development in order to minimize the future need to access fI( /6