THREEHAND 07-062 - Laserfiche WebLink

3. City shall construct, or cause to be constructed, the following improvements on Seller's property, or supply the following funds respectively: A. A rough graded roadway with shoulders that generally follows the vertical and horizontal alignment shown on a twelve (12)-sheet set ofplans titled "Vineyard Hills Reservoir Access Road" ("Access Road Plans") prepared by Aliquot Planners, Civil Engineers and Surveyors ("Aliquot") dated October 2006. B. The City shall pay the Seller for the cost of trees, as specified in the tree replacement plan, to replace the approximately 29 trees removed for the roadway rough grading. 4. Following Aliquot's preparation of finished roadway improvement plans, as approved by the City, including the utilities and the retaining walls (collectively "Aliquot Final Plans"), and subject to the reimbursement provisions of Section 9, below, Seller shall construct, or cause to be constructed, on Seller's property a finished graded 18 foot wide paved roadway with shoulders for the benefit of City and Seller, including the following improvements: A. Retaining walls constructed of VersaLock block or equivalent type materials (as designed by the vendor, if applicable) necessary for the Seller to construct the finished graded roadway on the property to provide access from the reservoir site to Old Vineyard Avenue (as identified as City retaining walls in Exhibit D attached hereto). B. Concrete curb and gutter as necessary to construct the 18-foot wide road as shown on the Aliquot Final Plans. C. An 8-inch diameter sanitary sewer main with appropriately spaced maintenance hole structures between Old Vineyard Avenue and the end ofthe new roadway (approximately 1,8501ineal feet) and new sewer laterals for seven lots between the new sewer main and the building lots (stubbed five feet past the edge of the roadway to serve lots 1 through 7 of the private development). Two-way cleanouts will be installed on the end of each lateral. D. A 12-inch diameter water main between Old Vineyard Avenue and the sampling vault at the end ofthe new roadway (approximately 1,850 lineal feet), with new water service laterals stubbed five feet past the edge of the roadway to serve lots 1 through 7 of the private development. E. An appropriately sized storm drainage line and appropriately placed manholes and catch basins to handle the reservoir overflow/drain system, roadway surface drainage, and the future building pad drainage (for all private lot drainage that can reasonably be drained to a new storm drain line within the roadway) for the private development. 2