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14. No comment given. <br /> 15. Stormwater treatment is provided for this project. Treatment of Stormwater runoff from <br /> hydraulically-connected pavement has been provided. <br /> 16. The soil onsite is not suitable for surface Stormwater infiltration systems. <br /> 17. The treatment of runoff is the Stormwater 360 Storm Filter. <br /> 18. A wetpond is not proposed for this project. <br /> 19. Stormwater detention is proposed for this project. <br /> 20. The soil is unsuitable for underground infiltration. Detention system is proposed for this <br /> project. <br /> 21. The onsite soils cannot support full infiltration of the 100-year/24-hour storm. The <br /> detention vault is proposed to meet the storm water release requirements. <br /> 22. An NPDES permit shall be obtained. <br /> 23. This time restriction has been noted. Note has been added on grading and TESC plan. <br /> 24. The error in Table 1-4.7 has been noted. <br /> 25. The existing sewer main have been relocated. Appropriate easement has been provided. <br /> 26. The project provides pedestrian and gas main connections, with appropriate easements <br /> between 127th P1 SE and 19th Ave SE. <br /> 27. Placement and screening of refuse disposal areas will be placed according to Section <br /> 39.080 of the Zoning Code. <br /> 28. Any rockeries or retaining walls will be in agreement with Section 39.150 of the Zoning <br /> Code. <br /> 29. Rooftop mechanical equipment will be in agreement with Section 39.040 of the Zoning <br /> Code. <br /> 30. A landscape plan has been included with the building permit application. <br /> 31. All aesthetic and functional considerations will be made. Refer to site plan for more <br /> details. <br /> 32. The International Fire Code has been understood and addressed. Note has been added on <br /> cover sheet. <br /> 33. Aerial fire apparatus access on all four sides has met the requirements of section D105 of <br /> the 2003 International Fire Code. The width of the access is 30 feet. <br /> 34. A Knox Box has been added. Refer to site plan for more details. <br /> 35. Fire lanes shall be provided and be in agreement with Everett Municipal and Fire Code. <br /> Refer to site plan for more details. <br /> 36. Any fencing erected does not obstruct any existing fire hydrant, fire protection equipment <br /> or Fire Department access.Note has been added on sewer and water plan. <br /> 37. Property shall be easily identifiable by the street address from the street. <br /> 38. The fire hydrants are spaced correctly and there is an appropriate amount of them. <br /> 39. Two hydrants have been provided. <br /> 40. There is a fire hydrant within 200 driving feet of every structure but not closed than 50 <br /> feet of every structure. The locations of the hydrants have been approved by the Fire <br /> Marshal. <br /> 41. Premise identification and all required fire hydrants and access roads will be in service <br /> before construction begins. <br /> 42. The fire flow requirement has been met. <br /> 43. Portable fire extinguishers have been provided within 75 feet of travel on all floors of <br /> each building during construction and prior to occupancy. <br /> 3630 ColbyAve • Everett,WA 98201 • Phone: (425) 303-9363 <br /> Fax: (425) 303-9362 • Email:info@insightengineering.net � <br />