Ordinance 2085-95 - Laserfiche WebLink

E.XA 1 IT IA �� C F i�J�►L J DEVELOPMENT CONTRACT GLENWOOD TERRACE PLAT/PRD #3-80 • January 14, 1983 All permits issued for the development of Glenwood Terrace Plat/PRD #3-80 on the parcel described in Rezone Ordinance No. 769-81 shall be in compliance with the approved final site plan, landscaping plans, building designs and the condition reiterated below: CONDITIONS: 1. Internal Streets: The internal streets shall be constructed to the following standards. A. 53rd St. and 54th St. starting at the intersection at the play lot shall be one-way with 40 feet of right-of-way and 24 feet of paving with parking on one side. B. 53rd and 10th Pl. starting at Glenwood Ave. shall be two-way with 50 feet of right-of-way and 32 feet of paving with parking on both sides. C. A-1 curb and gutter will be utilized through the project except the applicant may use rolled curb in the townhouse clusters on 54th St. D. 10th Pl. W. and 53rd St. W. is to serve a maximum of 75 units. (Two-way street) E. 10th Place right-of-way is to extend to the southerly property line. 2. Glenwood Improvements: Sidewalk shall be installed along the frontage of Glenwood Ave. 3. Water: All systems installed must be built to City standards and must supply adequate fire flow to the ultimate development of the entire area. A. Utilities easements shall be provided on tract B and D to service future development. This easement is for all utilities. 4. Sewer: All Sewer mains will be constructed to City standards. A. All utility easements shall have a minimum of 20 feet width; where approved by Public Works, 15 feet will be accepted. B. The System Development Fee for the Southwest Sewer Interceptor will be $339.00 per unit for single-family dwellings; $496.00 per duplex. The actual cost shall be computed by the Building Dept. per the ordinance in effect at the time according to the information provided on approved plans on the date of final plat approval. C. Sponsor shall participate in the Southwest Everett Sewer L.I.D. 5. Drainage: All systems and detentions to be designed in conformance with City Drainage Ordinance (#514-78). A. A minimum setback from stream bank of 15 feet. B. Calculations for elevation must be submitted to indicate that units 3A, 4B, 33F, 34F, 35F, and 36F are out of the 25 year storm flood plain in an upstream developed condition and the flood plain shown in the present contoured grading plan.