3301 SEAWAY BLVD WHOLE SITE 2025-10-30

i • 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. Ali roadways must meet City of Everett Standards. 12. Ail 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 60'from any building and a maximum of 200'. „.....\34_, 18. Due:to the presence of high erosion and landslide hazard areas immediately to the east,`and to the .of sensitive Cityof Everett utilityinfrastructure alongthe base of the adjacent steepslopes, presence� . J �� H -%exillt lion-from d sto water con 1 al st hibtted durin all hates of ctevelo eft 'Sll del *in Maly ensure this reou en a met must~be provided r. 01 fe- 043 d appit a 1 e`Ct rkir"" e a ' " itslern ark ort thltsIte. Anent atell 19. The City will require that ike t olio , _ A� r the proposed flow control ') faol lttes on the site `:"a` tridikoirlive4 by t e project' ethnical engineer prior to Issuance Of any foirthiti-fotthilf 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 co h. el an shall be submitted to and approved by the City prior to the issttanc e r f;MY parnt. .. olr•, ,_ .r on this site. • 21. Seasonal.limitations for construction activities on:this site shall be my adhetto,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 .