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ti <br /> 41ETT PUBLIC WORKS <br /> and all required drainage mitigation elements. <br /> 6. The construction plans must be designed from a site survey performed by a licensed State of <br /> Washington land surveyor. <br /> 7. Temporary erosion control measures for construction activity must be operational prior to <br /> commencement of any clearing or earthwork. <br /> 8. All exposed ground must be reseeded within 30 days of the completion of construction. If <br /> reseeding is not practical due to weather or seasonal restraints, the ground must be covered with <br /> mulch as directed by the City Engineer. <br /> 9. City streets are to be kept clear of dirt and debris at all times during construction.Dust suppression <br /> and street cleaning must occur as directed by the Public Works Inspector. <br /> 10. Any grading/fill on this site shall be done so as to not impact the surrounding properties. <br /> 11. Short Plat requirements will include stubbing utilities to each lot, creating a paved easement <br /> access drive, providing all required drainage mitigation elements including amended soils, <br /> installing all required landscaping, and the required frontage improvements per Title 18 of the <br /> EMC <br /> 12. The public sewer main must be installed for the project in accordance with City Design and <br /> Construction Standards. The slope of the new 8" sanitary sewer crossing of 35th Street shall be <br /> 0.75%minimum.Provide cleanouts on all new side sewer stubs in accordance with COE Standard <br /> Drawing#604 at the property line. <br /> 13. All connection to the water main in 35th Street shall be performed by the City of Everett Water <br /> Department at the developer's expense. Water will be public to the back side of each water meter. <br /> 14. The preliminary water utility plan provided with this project application proposes to serve the <br /> development from the existing water main in 35th Street.This main is in the Intermediate Pressure <br /> Zone.Initial analysis of this proposal appears to indicate that it could nominally meet current code <br /> requirements (UPC, EMC, and NFPA) for both flow rates and residual pressures. However, the <br /> pressure provided by the Intermediate Pressure Zone would be at the low end of the code <br /> requirement, which may result in undesirable flow rates for those homes at higher elevations. As <br /> an alternative, the working water pressure at the development could be significantly improved by <br /> building a new main extension in 35th Street to connect to the water main in the Claremont <br /> Pressure Zone, which is located approximately 480ft to the east at the intersection of 35th Street <br /> and Federal Ave. Or, if the development is served from the Intermediate Zone, and additional <br /> pressure is desired, individual booster pumps with cross connection controls can be installed for <br /> each home by the developer at the developer's expense. <br /> Page 2of4 <br />