RES 2025008 - Laserfiche WebLink

due to such property owner at the time of right-of-way acquisition. However, if a property owner in receipt of a right-of-way payment subdivides within 15 years of the funding agreement, the right-of-way payment with interest shall be refunded to the funding developers. All Plan Area streets which provide direct access to new development are considered to be local serving. The City encourages joint financing of jointly used local streets (e.g., Clara Lane). When a project develops a local street which benefits adjoining properties, a reimbursement agreement should be used based upon standard mechanisms for determining joint use eligibility and repayment responsibilities. 4. Detention Basin Improvements Shared detention basin and outfall structure costs for the Specific Plan Area are broken out separately from the street improvements. These costs are limited to facilities located within or adjoining the realigned Vineyard A venue, which include one or more detention basins to be located adjacent to the roadway and at least four new outfall structures for storm water discharge into the Arroyo del Valle. The components of shared public storm drainage system improvements for the Plan Area are illustrated in Figure VI-4 (in the Public Facilities Chapter), and Table VIII-8 contains the system cost allocations. Detention basin EDU calculations are presented in Table VIII-1. EDU's are based upon an average of 6,000 square feet of impervious surface per residential lot, or 1.0 EDU. Toe elementary school calculation is based upon an estimate of 261,360 square feet of impervious surface on 12 acres for a total of 43.6 EDU's, and the park calculation is based on an estimate of 20,000 square feet on 20 acres for a total of 3.3 EDU's. Detention basin and outfall structure improvements are planned to occur in a single phase at the same time that Vineyard Avenue is realigned. 5. Utility Undereroundin2 Standard utility undergrounding improvements include the undergrounding of the existing 12KV power lines along the Vineyard Avenue frontage of Lot 18. The phasing of this is presented in Figure VIII-4, and the cost allocations are provided in Table VIII-9. The undergrounding of on-site lines is to be undertaken by individual project developers and is, therefore, not included in these estimates. Utility undergrounding EDU calculations are presented in Table VIII-1. EDU's are determined on the basis of acres per land use planned as follows: 119 acres of residential land with 189 new homes (119 acres + 189 homes = 0.63 acre per home), or 1.0 EDU per home; 12 acres of school site divided by 0.63 acre per home for a total of 19.0 EDU's; and 20 acres of park site divided by 0.63 acre per home for a total of 31.7 EDU's. 105