812 35TH ST 2022-03-07 - Laserfiche WebLink

11. Any grading/fill on this site shall be done so as to not impact the surrounding properties. 12. The public sewer main must be installed for the project in accordance with City Design and Construction Standards. Revise the slope of the new 8"sanitary sewer crossing of 35th Street from 0.5%to 0.75%minimum. Provide cleanouts on all new side sewer stubs in accordance with COE Standard Drawing#604 at the property line. 13. The connection to the water main from 35th Street to Tulalip Ave shall be performed by the City of Everett Water Department at the developer's expense. Water will be public to the back side of each water meter. 14. The preliminary water utility plan provided with this project application proposes to serve the development from the existing water main in 35th Street. This main is in the Inteitnediate Pressure Zone. Initial analysis of this proposal appears to indicate that it could nominally meet current code requirements (UPC, EMC, and NFPA) for both flow rates and residual pressures. However, the pressure provided by the Intermediate Pressure Zone would be at the low end of the code requirement,which may result in undesirable flow rates for those homes at higher elevations. As an alternative,the working water pressure at the development could be significantly improved by building a new main extension in 35th Street to connect to the water main in the Claremont Pressure Zone,which is located approximately 480ft to the east at the intersection of 35th Street and Federal Ave. Or,if the development is served from the Intermediate Zone, and additional pressure is desired, individual booster pumps with cross connection controls can be installed for each home by the developer at the developer's expense. 15. The driveway for lot 4 is required to be able to support and withstand the load of a vactor truck (100,0001bs). 16. Direct access to lots 1-4 and 9 from 35th Street is acceptable as shown. Access to lots 5-8 from the new constructed public roadway Tulalip Ave is acceptable as shown. A minimum driveway width of 10' is required for pan-handle lots. 17. Full standard half street improvements are required to be installed along the entire project frontage, including but not limited to roadways, curb, gutter, sidewalks, and drainage control per City Design Standards. Existing location of curb is acceptable. Match existing curb height. a. Tulalip Avenue frontage improvement requirements: i. The roadway and sidewalk widths are acceptable as shown. ii. Realigned access to the utility site west of the new roadway is acceptable if Public Works (Utilities) confirms that all necessary equipment will be able to maintain access. The Utilities Division may take access from 35th St instead of Tulalip Ave, removing this connection entirely. Further coordination shall take place during construction permit review. iii. The existing roadway south of the proposed cul-de-sac (Sharon Crest) shall connect to the cul-de-sac at as close to a right angle as feasible. The connection point shall be constructed to intersect at an angle point, with no radius between the cul-de-sac and Sharon Crest, so as to appear like a driveway or alley access rather than a public roadway. Sidewalk shall be extended along the east and south sides of the proposed public road and cul-de-sac to connect to the existing sidewalks along 35th St to the north and Sharon Crest to the south. Preliminary Approval Project No.SS -001 13,J J