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STATE HIGHWAY ACCESS PERMIT #399055 June 7, 1999 Issued to Bowie Resources. Inc. • TERMS & CONDITIONS (cont'd) 37. The Pzrmiuee shall do all final signing and pavemem striping or the contractor in conformance with the Dzparunzm's M 8 S standards and the M.U.T.C.D., unless otherwise agreed to by the Department and the Permittee. A final signing and pavement striping plan shall he submitted to the Region 3 Traffic Engineer a minimum o(45 working days prior to commencement of work. No work shall begin without prior approval and authorization from the Department. 38. Thz roadway shoulder shall bz widzned to 4 feet along the spied changz lanes and surfaced with HBP in accordance with the Department specificauons. The shoulder widening along through lanes shall be no less than 4 feet paved or match existine and paved. 39. The access shall he consvucted perpendicular to the travel lanes o(the State Highwa}' for a minimum distance of 50 feet. and shall slope down and away from the adjacem pavement edge at a rate of 2%r grade for a minimum of 20 fezt. If curb and gutter are present. the slope shall be calculated From pan line to pan line. An}' revisions to this requirement shall be subject to Department review and approval prior to commencement of an}' work within the highway right-o6wa}'. 40. The access shall be completed in an expeditious and safe manner and shall be finished w'i[hin 45 days from initiation of construction within State Highway right-of-wa}'. 41. Pursuant to section 4.9(3) of the State Highway Access Code, the access roadway shall not exceed a maximum grade of 8 percent within the highway right-of-v+'a}'. as measured 50 fzet beyond the pavement edge and extending to the riJn-of-way lint. The access vertical grade shall he designed and constructed in conformance with the Department M & S standard M-203-1. 42. The design of the horizontal and vertical sight distance shall be no less than the minimum requirements, as • providzd in section 4.3 of the State Highway Access Code, 2 CCR 601-1. 43. All required access improvements shall be installed prior to the herein-authorized use of this access. 44. The access shall be surfaced immediately upon completion of earthwork construction and prior to use. 45. Compaction of Hot Bituminous Pavement shall be in accordance with section 401.17 of the Department's standard specifications. Compaction of the Aggregate Base Course shall comp)}' with section 304.06. 46. Compaction of subgrade. embankments and backfill shall be in accordance to section 203.07 of the Department's standard specifications. 47. Any mud or other material tracked or otherwise deposited upon the existing roadway surface shall be removed as necessary to accommodate traffic, or as directed by the department. 48. Placement of base course materials shall be in accordance with section 304.04 of [he standard specifications. Compaction shall be in conformance with AASHTO procedure T-99. 49. The surfacing shall meet the Department's specifications as outlined 1,laterials Recommendations obtained from the Region 3 Materials Engineer. Contact the Access Manager at (970) 248-7231 to request a materials recommendation. 50. The new State Highway pavement shall slope on the same plane as the present pavement surface. 51. Slopes shall be at a 6:1 ratio on the roadway and a 6:1 ratio on the approach. 52. The existing asphalt adiacznt to all new pavement shall be saw cut and removed a minimum of one foot back from [he existing edge, or until an acceptable existing cross slope is achieved to assure a straight edge for the joint. 53. The top layer of plant mix bituminous pavement shall not be placed between October I and April 1, unless otherwise approved by the Department. 54. If frost, water or moisture is present in the subgrade, no surfacing materials shall be placed until all frost, water or • moisture is gone or removed. 4-