2006-12-28_PERMIT FILE - M2006085

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State Highway Access Permit 7 Attachment to Permit No. 206080 -Additional Tenns and Conditions 52. If frost, water or moisture is present in the sub-grade, no surfacing materials shall be placed until all frost, water or moisture is gone or removed. 53. The first 20 feet beyond the closest highway lane shall slope down and away from the highway at a two percent grade to ensure proper drainage. 54. The existing cattle guard shall be relocated to the south side of the existing right-of- way line of State Highway 160 and extended to accommodate the widened access. 55. The horizontal axis of the access to the highway shall be at a right angle to the centerline of the highway and extend a minimum of 40 feet from the edge of the roadway or to the right-of-way line, whichever is greater. 56.An access that has a gate across it shall be designed so that the longest vehicle using it can clear the roadway when the gate is closed.. 57. Fill slopes and cut slopes shall be constructed to current Department minimum standards. 58. Soii preparation including tip soil, seeding and mulching is required within the highway right-of-way on all disturbed areas not surtaced and those areas beyond the highway that may erode and send debris into the highway right-of-way. See attached Exhibit "A", Seeding Requirements. 59. All side slopes shall have a slope of 6:1 for 12 feet and then not steeper than 3:1. 60. In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All right-of- way fence posts and wire removed are Department property and shall be turned over to the Department inspector. 61.Installation of a stop sign is required. The sign shall be manufactured in accordance with the Manual on Uniform Traffic Control Devices (M.U.T.C.D.). The sheeting for the sign shall be highway intensity sheeting (ASTM Type III retro reflective sheeting). 62. The access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder and shall not interfere with the existing drainage system on the right-of-way. Drainage to the state highway right-of-way shall not exceed the undeveloped historical rate of flow. 63. The Permittee/applicant shall provide at no cost to the Department an 18-inch corrugated metal pipe under the access. The pipe shall be of sufficient length to accommodate the radii of the access.