Resolution 4600 - Laserfiche WebLink

23. As-builts of storm system, sanitary sewer and water systems are required to be submitted per City Design and Construction Standards and Specifications. 24. Tract 996 is to be held in undivided ownership among the property owners of the lots in the subdivision. This condition shall be placed and recorded on the face of the final plat map. 25. The wetpond area must be dedicated to the City and included in a separate tract from the recreation tract. The size of this tract must be increased to allow for adequate maintenance of the facility. The City of Everett Public Works Department shall determine the amount of additional land needed. 26. A permanent fence must be constructed along the entire edge of the environmentally sensitive area(ESA) buffer. The design of the fence shall be split rail, or an alternative, approved by the City Planning Department prior to final subdivision approval. City of Everett ESA signs must be placed at approximately fifty (50) foot intervals along the fence. The signs are available from the City Planning and Community Development Department. 27. The ESA Tract and Recreation Tracts shall be dedicated to the homeowners of the subdivision and placed and recorded on the face of plat. The ESA Tract shall be a Native Growth Protection Area. The homeowners of the subdivision will be required to maintain these areas along with ESA fences and signs. The homeowners must also maintain the recreational equipment and landscaping. The maintenance requirement shall be shown as a covenant on the final plat map. 28. The following covenant shall be placed on the final plat map: "There shall be no clearing, grading, cutting of vegetation or placement of structures, except for removal of dead, dying, diseased or hazardous trees as approved by the Planning Department." 29. There shall be an additional ten(10) foot construction setback from the twenty-five (25) foot buffer. No heavy equipment shall be allowed within the entire setback area. Landscaping, patios, yards and fences will be permitted within the construction setback. 30. A condition must be placed and recorded on the final plat map that, "Individual pressure reducing valves are required for each water service within the plat". 31. Driveways should be designed and constructed to prevent the collection of stormwater. Runoff should sheetflow from driveways into gravel filled trenches which are located along one or both sides of each driveway and are sized to provide storage for infiltration of at least the volume of runoff associated with a ten(10)year,twenty-four(24)hour storm. If runoff from a driveway cannot be infiltrated along the side of the driveway (due to topography, soil conditions or other site constraints),the area of the driveway must be 5