2016-03-17_PERMIT FILE - C1996083 ‎(2)‎

• Permit No: C1996083
• IBM Index Class Name: Permit File
• Doc Date: 3/17/2016
• Section_Exhibit Name: Volume IIIA Exhibit 13 Other Permits
• Media Type: D
• Archive: No

DATE:
September 12, 1996
ACCESS PERMIT NUMBER 396174 - SHEET 3
ISSUED TO: Bowie Resources Limited
•
TERMS AND CONDITIONS (CONT'D)
13.
Areas of roadway and /or right -of -way disturbed during this
installation shall be restored to their origional
conditions, to insure proper strength, drainage and erosion
control.
14.
Any incomplete construction activity on the State Highway
that must be left overnight, shall be barricaded and signed
in accordance with the Manual on Uniform Traffic Control
Devices and other applicable standards.
15.
Open cuts which are 6 inches in depth, within 30 feet of the
edge of the State Highway traveled way will not be left open
at night, on weekends, or on holidays.
16.
No more than 6 feet of trench areas shall be opened at any
one time. Open trenches and other excavations within the
State Highway right -of -way shall be backfilled and /or paved
before 3:30 P.M. of each working day or be protected in
accordance with the M.U.T.C.D..
17.
The area around the new work shall be well graded to drain,
top soiled, fertilized, mulched and re- seeded in accordance
with the Department standard specifications.
18.
when it is necessary to remove any highway right -of -way
fence, the posts on either side of the access entrance shall
be securely braced with approved end posts and in
conformance with the Department's M -607 -1 standard, before
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the fence is cut, to prevent slacking of the remaining
fence. All posts and wire removed shall be returned to the
Department.
19.
All excavations for utility lines, culverts, trenches or
tunnels shall meet the requirements of the Occupational,
Safety and Health Administration (OSHA), Colorado Industrial
Commission, Colorado Division of Mines or the Colorado
Department of Transportation, whichever applies.
20.
The access shall be constructed 35 feet wide, with 50 foot
radii.
21.
The access shall be constructed perpendicular to the travel
lanes of the State Highway for a minimum distance of 50
feet, and shall slope down and away from the adjacent
pavement edge at a rate of 2% grade for a minimum of 20
feet. If curb and gutter are present, the slope shall be
calculated from pan line to pan line. Any revisions to this
requirement shall be subject to Department review and
approval prior to commencement of any work within the
highway right -of -way.
22.
The access shall be completed in an expeditious and safe
manner and shall be finished within 45 days from initiation
of construction within State Highway right -of -way.
23.
Pursuant to section 4.10.2 of the State Highway Access Code,
the access roadway shall not exceed a maximum grade of 10
percent within the highway right -of -way, as measured 50 feet
beyond the pavement edge and extending to the right -of -way
line. The access vertical grade shall be designed and
constructed in conformance with the Department M & S
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standard M- 203 -1.
24.
The design of the horizontal and vertical sight distance
shall be no less than the minimum requirements, as provided
in section 4.9 of the State Highway Access Code, 2 CCR
601 -1.
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