1500 1ST ST RAIL BARGE FACILITY 2018-01-01 MF Import

i � 1 completed surface of the wearing course shall not vary more than [1/8 inch 2 from the lower edge of a 10-foot straightedge placed on the surface parallel to � 3 the centerline. The transverse slope of the completed surface of the wearing 4 course shall vary not more than Y. inch in 10 feet from the rate of transverse 5 slope sho�,vn in the Plans. i 6 7 When deviations in excess of the above tolerances are fuund that result from a 8 high place in lhe HMA, the pavement surface shali be corrected by one of the � 9 following methods: 10 11 1. Removal of material from high places by grinding with an approved 12 grinding machine, or � 13 2. Removal and replacement of the wearing course of HMA, or 14 3. By other method approved by the Project Engineer. 15 I 16 Correction of defects shall be carried out until there are no deviations anywhere 17 greater than the allowable tolerances. 18 i 19 Deviations in excess of the above tolerances that resuit from a low place in the � 20 HMA and deviations resulting from a high place where corrective action, in the 21 opinion of the Project Engineer, wi�l not produce satisfactory results will be � 22 accepted wilh a price adjustment. The Project Engineer shall deduct from 23 monies due or that may become due to the Contractor the sum of $500.00 for 24 each and every section of single traffic lane 100 feet in length in which any 25 excessive deviations described above are found. I 26 27 When Portland cement concrete pavement is to be placed on HMA, the surface 28 tolera�ce of the HMA shall be such that no surface elevation lies above the 29 plan grade minus the specified olan depth of Portland cement concrete 30 pavement. Prior to placing the Portland cement concrete pavement, any such 31 irregularities shall be brought to the required tolerance by grinding or other 32 means approved by the Project Engineer. I 33 34 When utility app�rtenances such as manhole covers and valve boxes are � 35 located in the traveied way, the roadway shall be paved before the utility I 3S appurtenances are adjusted to the finished grade. 37 � 3b 5-04.3(14) Planing Bituminous Pavement � 39 The sur(ace of existing pavements or the top surface of subsurface courses 40 shali be planed to remove irregularities and to produce a smooth surface. i 41 42 Planing shali be performed in such a manner that the underiying pavement is 43 not torn, broken, or othervvise damaged by the planing operation. The surface � 44 oi the underlying pavement shall be slightly grooved or roughened sufficiently 45 to ensure a bond when overlaid. 46 47 The planings shall become the property of the Contractor and shall be removed � 48 from the right-of-way. The planings may be utilized as RAP, within the 49 requirements of Section 5-04.2 or 9-03.21. The Contractor shall dispose of all 50 olher debris resulting from the planing operation in a Contractor-provided site 51 oif the right-of-way. Port of Everett FAWAT-03-039 Satellite RaillBarge Transfer Facfiity Final Port Revlew Draft � Phase 1:Pier Construction 67 15 Mareh 2005