6400 36TH AVE W 2018-01-02 MF Import

JD 9xxa-3W HxH fC f� H y O �3 U 0 5. Special charges for connection to the utilities system in O 04 n accordance with Ordinance 1171-85 are applicable. The actual cost shall be computed by the Building Department per the y H ordinance in effect at the time and according to the information r�y H y provided on the approved plans on the date of permit issuance. y (SEPA Public Services and Utilities Policies) O H Ot7W rr 6. Parking must be per City Zoning Code and City Design and N Construction Standards. Everett•s Zoning Code does not specify y y o a parking standard for a private recreation facility. Section 19.40.030 provides that the Planning Director shall determine the parking requirements in such instances. Twenty (20) staff will be located in the facility, and the peak use is expected to be 450 persons. Parking must be provided substantially as shown on the proposed site plan on file with the Planning Department. (SEPA Transportation Policies) 7. On -site detention and grass -lined swales are required per City Design Standards. Consistent with the requirements of the Plat of Kennilworth Hills Nos. 1 and 5 and the detention controls provided in the Edgewater Creek drainage basin, the maximum release rate from the required on -site detention system shall be .007 cfs per acre of land tributary to the detention system. If this results in an orifice of less than 2 inches in diameter, the release rate can be adjusted upward to correspond with the discharge rate through a 2 inch orifice. (SEPA Public Services and Utilities Policies) 8. The site is located within two drainage basins and must maintain Mm ea the proportional amount of stormwater in each basin. (SEPA Public Services and Utilities Policies) 9. A lift station is required to pump sewage to the existing sewer main in Seaway Boulevard. (SEPA Public Services and Utilities Policies) 10. A watermain is planned to be looped from Seaway Boulevard to 76th _ ' Street S.W. and 40th Avenue W., through this site. This looped main will ultimately provide benefit to this site. Therefore, this proposal must include construction of their portion of the watermain. (SEPA Public Services and Utilities Policies) 11. Any new sewer connections will require that a backwater valve be installed per Chapter 14.08.190 of the Everett Municipal Code. (SEPA Public Services and Utilities Policies) o0�( 12. Based upon 75,000 square feet of Type II 1--hour construction the basic fire flow requirement is 4,000 GPM, less 50% for - sprinklering of the building, yields a 2,000 GPM fire flow requirement. (SEPA Public Services and Utilities Policies)