20A - Laserfiche WebLink

B. VersaL.ock block or equivalent type materials for the retaining walls necessary for the City to construct an 18-foot wide roadway on the property to provide access from the reservoir site to Old Vineyard Avenue. Any additional concrete retaining walls that aze necessary to be constructed for the purpose of establishing building lots along the new roadway, including any additional walls necessary along the roadway or within the lots to establish building pads at elevations approved by the City, shall be Seller's responsibility. The proposed walls and the construction/engineering cost responsibilities for all walls currently anticipated to be required for both the roadway and building lot construction are shown on sheets _ and _ of the Access Road Plans. C. Concrete curb and gutter as necessary to construct a 18-foot wide road as shown on the roadway section of page G2 of the Access Road Plans. A. An 8-inch diameter sanitary sewer main with appropriately spaced maintenance hole structures between Old Vineyard Avenue and the end of the 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 right-of--way to serve lots 1 through 7 of the private development plans). Two-way cleanouts will be installed on each lateral at an appropriate place within the lateral run to match expected lot layout. E. A 12-inch diameter water main between Old Vineyard Avenue and the end of the new roadway (approximately 1,850 lineal feet) and the new water storage reservoir, with the new water service lines stubbed to the edge of the roadway from the water main to the property line (or other appropriate location) to serve lots 1 through 7 of the private development (and to the east). F. An appropriately sized storm drainage line to handle the reservoir overflow/drain system, roadway surface drainage, and the future building pad drainage (for lot drainage that can reasonably be drained to a new storm drain line within the roadway) for the development. G. Joint trench to include conduits and boxes (electrical boxes equipped with J-bars to splice primary and secondary service runs) for electrical, gas, telephone and cable along the roadway with laterals stubbed to the edge of the roadway right-of--way to serve lots 1 through 7 of the private development. H. Removal of approximately 5 trees as part of the reservoir construction and supplying and planting of 72 trees sun•ounding the reservoir site as shown on the current (as may be later modified) landscape plans that are part of the water reservoir and access road bid documents that have been prepared by Tetra Tech Engineers. I. Removal of approximately 29 trees as part of the roadway construction and the potential removal of an additional 18 trees (subject to the City arborist and project's soil engineer review and recommendations). Seller and City will work together for the replacement of these trees at locations acceptable to both parties and the 2