2013-09-05_PERMIT FILE - C1996083

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STATE HIGHWAY ACCESS PERMIT 312127 September 10, 2012 Located on Highway 133B near RP 13.20 Right Issued to Bowie Acquisition TERMS AND CONDITIONS 1. This permitted access is only for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601 -1), and is based in part upon the information submitted by the Permittee. Any subsequent relocation, reconstruction, or modifications to the access or changes in the traffic volume or traffic nature using the access shall be requested for by means of a new application. Any changes causing non - compliance with the Access Code may render this permit void, requiring a new permit. 2. This permit is for the realignment of 4365 Lane. The existing 4365 Lane shall be removed and landscaped to match pre- existing conditions as part of this permit. 3. This is a temporary access permit that will expire 12 -30 -2015. The purpose of this temporary hauling operation is to remove coal waste material from the north side of Hwy 133B and haul it to the south side of Hwy 133B. Following this permit this road will serve as a general service road. 4. Three to four small spruce trees will have to be removed to improve site distance to an acceptable level at this proposed access location. The permittee shall demonstrate thru conclusive evidence "photos, site visit, etc. ", that the said trees have been removed before this access can be used. 5. It shall be the responsibility of the Permittee to maintain adequate site distance for this driveway. Trimming of vegetation or trees to maintain adequate site distance is the sole responsibility of the permittee. 6. Any damage to present highway facilities: road structure, traffic control devices, etc. shall be repaired immediately at no cost to the Department and prior to continuing other work. 7. This access shall be constructed 25 -30 feet wide with turning radii to accommodate the minimum turning radius of the largest vehicle or 35 foot, whichever is greater. The turning radius shall be measured from the white line on the Hwy to the edge of the driveway. 8. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet from the edge of roadway. Side slopes shall be at a 4:1 slope on the driveway. The driveway shall slope away from the highway at a -2% grade for the first 20 feet of driveway. This design shall be in conformance with section 4 of the State Highway Access Code, 2CCR 601 -1. 9. Materials. Placing and Compaction of Driveway: Unless the applicant has approval from the Access Manager which may state otherwise, the following will be required for driveway construction. As a minimum the materials for this driveway shall include; Sub -base: class 3 gravel placed in 6 inch lifts, Base: 12 inches of Class 6 gravel in two 6 -inch lifts, Surface: 4 inches of pavement in two 2 inch lifts. Compaction of the subgrade, embankments and backfill shall comply with section 203.08 of the Colorado Highway Standard Specifications for Road and Bridge Construction. 10. The access shall be surfaced in accordance with Section 4.7 of the Access Code immediately upon completion of earthwork construction and prior to use. This access shall be hard surfaced in accordance with Section 4.7 of the Access Code a minimum distance of 50 feet from the traveled way or to the CDOT Right -of -Way. Where the hard surface is to abut existing pavement, the existing pavement shall be saw cut and removed a minimum of one foot back from the existing edge for bituminous, or until an acceptable existing cross slope is