2004-06-29_PERMIT FILE - C1981038 (8)

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STATE HIGHWAY ACCESS PERMIT #399055 June 7, 1999 Issued to 9owie Resources. Inc. ' • TERMS & CONDITIONS (cont'd) ?7. The Permiuee shall do all final signing and pavement striping or the contractor in conformance with the Department's M g S standards and the M.U.T.C.D., unless otherwise agreed to by the Department and the Perntit[ee. A final signing and pavement striping plan shall be submitted to the 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 Depanment. i• 38. The roadwav shoulder shall be widened to 4 feet along the speed change lanes and surfaced with HBP in accordance with the Department specifications. The shoulder widening along through lanes shall be no less than 4 feet paved or match existing and paved. - 39. The access shall be consvucted perpendicular to the travel lanes of the State Highway for a minimum distance of 50 feet. and shall slope down and awa}• from the adjacent pavement edge at a rate of 29c 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 requiremen[ shall be subjec[ to Department review and approval prior to commencement of any work within the highway right-of-way. 40. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initialion of construe[ion within State Highway right-of-way. 41. Pursuant to section 4.9(?) of the Slate Highway Access Code, the access roadway shall not exceed a maximum grade of 8 percent within [he highway right-of-way, as measured 50 feet beyond the pavement edge and extending [o the right-of--way line. The access vertical grade shall be designed and cons[ructed in conformance with the Department M & S standard M-203-1. 43. The design of the horizontal and vertical sight distance shall be no less than the minimum requiremen[s, as provided in section 4.3 of the Stale Highway Access Code, 2 CCR 601-1. 4?. All required access improvements shall be installed prior to the herein-au[horized use of this access. 44. The access shall be surfaced immedia[ely upon completion of eazthwork consvuction and prior to use. 45. Compaction of Hot Bituminous Pavement shall be in accordance with section 401.17 of the Depanment's standazd 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 Depanment's standard specifications. 47. Any mud or otfier material tracked or otherwise deposited upon the existing roadway surface shall be removed as necessary [o accommodate vaffic, or as directed by the departmen[. 48. Placement of base course materials shall be in accordance with section 304.04 of the standazd specifications. Compaction shall be in conformance with AASHTO procedure T-99. 49. The surfacing shall meet [he Department's specifications as outlined Materials Recommendations obtained from the Region 3 Materials Engineer. Contact the Access Manager at (970) 248-7231 to request a materials recommendation. 50. The new Slate Highway pavement shall slope on the same plane as the presem pavement surface. 51. Slopes shall be a[ a 6:I ratio on the roadway and a 6:1 ratio on the approach. 52. The existing asphalt adjacen[ to all 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 assure a straight edge for the joint. 53. The top layer of plant mix bituminous pavement shall not be placed between October I and .4pri1 I. unless otherwise approved by the Department. 54. If frost, water or mois[urc is present in the subgrade. no surfacing materials shall be placed until all frost. water or moisture is gone or removed. 4-