6.6. & 6.7. SR 03-15-1999 - Laserfiche WebLink

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The Honorable Chairman and Planning Commission December 16, 1998 Page 2 . . The development plan now shows a 6-foot sidewalk extending southerly into the industrial site to the south. Generally a sidewalk is along the west and southern part of the main access road coming from Main Street to this access to the south. At that point, the sidewalk is shown on the north side of the access road out to Tyler Street. This section of sidewalk along the north side of the access road makes sense for anybody wanting to access the retail opportunities from Tyler Street. We would; however, suggest that the sidewalk also be continued along the southern side of the access road out to Tyler Street to make a continuous path for pedestrians only wanting to cut through the retail center B. PRELIMINARY PLAT . Currently there are no easements showing on the preliminary plat. The sheet has a schedule, which calls out some of the necessary easements according to the ordinance. In addition to that, easements will need to shown for the truck sanitary sewer and water, which comes from the west side of Trunk Highway 169 into the site and then follows the road out to the south to Tyler Street. There will also need to be easements shown for the internal lateral sanitary sewer water to serve to major tenants. In addition, there . should be access easements shown for the parcel of property between Trunk Highway 169 and the site. The final easement that will need to be provided, although it cannot be shown on the plat, would be a sidewalk easement for the link to the south . Out lot "A" and "B" lying on the eastern side of Tyler Street are to be deeded to the city according to the note shown on the preliminary plat C. PRELIMINARY GRADING PLAN . Storm drainage for the site has been provided through a series of catch basins and small diameter pipe conveying runoff to sedimentation ponds prior to discharging into wetlands located on the site. Generally, all the wetlands flow from northwest to southeast where the discharge ultimately leaves the site. Storm drain calculations that have been previously reviewed indicated that the ponds do an adequ;ate job of reducing the amount of runoff to predevelopment peak conditions. We have spoken with the developer and his engineer about the possibility of taking the storm water runoff from the last pond through the Vandenberg property to the large regional pond prior to conveyance under the railroad tracks. This would help to minimize the size of the storm sewer needed on Tyler Street. They have indicated that this would be a workable solution for their development. We will proceed to work on a final design for this type of system . All ponds and wetlands on the site now have minimum 3-to-1 slopes. . 0.proj.l112-1601.dec Howard R. Green Company CONSULTING ENGINEERS