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STATE HIGHWAY ACCESS PERMIT #399057 June 7, 1999 issued-EO Bowie Resources. Inc. TERMS & CONDITIONS (cont'd) 37. The Permiuee shall do all [final sisnin~ and pavement striping or the contractor in conformance with the Department's M 3 S standards and the bt.U.T.C.D.. unless otherwise agreed to by [he Department and [he Permittee. A final signing and pavement striping plan shall be submitted to [he Region 3 Traffic Engineer a minimum of 45 working days prior to commencement of work. No work shall begin without prior approval and authorization from the Department. 38. The roadway shoulder shall be widened to 4 feet along [he speed change lanes and surfaced with HBP in accordance with the Department specifications. The shoulder widenins along through lanes shall be no less than 4 feet paved or match existin: and paved. 39. The access shall be constructed perpendicular to the travel lanes of the S[a[e Highway for a minimum distance of 50 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2r7c grade for a minimum of 20 feet. [f curb and gu[ter are present, the slope shall be calculated from pan line to pan line. Any revisions [o this requiremen[ shall be subjec[ to Departmen[ review and approval prior [o commencement of any work within [he highway right-of-way. 40. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within Stale Highway right-of-way. 41. Pursuant to section 4.9(3) of the Stale Highway Access Code, the access roadway shall no[ exceed a maximum grade of 8 percent within the highway right-of--way, az measured 50 feet beyond the pavement edge and extending to the righ[-of-way line. The access vertical grade shalt be designed and consvuc[ed in conformance with the Department M & S standard M-203-1. 42. The desien of the horizontal and vertical sight distance shall be no less than the minimum requirements. az provided in section 4.3 of the State Hiehway 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 consvuccion and prior to use. 45. Compaction of Hot Bituminous Pavement shall be in accordance wi[h section 401.17 of the Department's standard specifications. Compaction of the Aggregate Base Course shall comply 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 vacked or otherwise deposited upon the existing roadway surface shall be removed az necessary to accommodate vaffic, or as directed by the department. 48. Placement of base course materials shall be in accordance with section 304.04 of the standard specifications. Compaction shall be in conformance with AASHTO procedure T-99. 49. The surfacing shall meet thz Department's specifications az ou[lined Materials Recommendations obtained from the Region 3 Materials Engineer. Contac[ the Access Manager at (970) 248-7231 to request a materials recommendation. - 50. The new Stale Hiehway pavement shall slope on [he same plane az [he present pavement surface. S 1. Slopes shall be at a 6:1 ratio on the roadway and a 6:1 ratio on the approach. 52. The existing asphal[ adjacent [o alt new pavement shall be saw cut and removed a minimum of one foot back from the existing edge, or until an acceptable existing cross slope is achieved to azsure a svaight edge for the joint. 53. The [op layer of plant mix bituminous pavemem shall not be placed between October 1 and April 1, unless otherwise approved by the Depar[men[. 54. If frost, water or moisture is present in the subgrade. no surfacin_o materials shall be placed until all frost, water or moisture is cone or remo~~ad. 3•