Granite Construction Company 5/1/2018

111 1 permanent. All calculations, surveying, and measuring required for setting 2 and maintaining the necessary lines shall be the Contractor's responsibility. I 3 4 Preliminary spotting shall be provided at a spacing of 40 foot maximum on 5 tangents and 25 foot maximum on curves and tapers. All curves, tapers, stop 1 6 lines, and crosswalks shall be laid out with a rope. Field layout for curves and 7 tapers shall use an 800' minimum length rope. The color of the material used 8 for preliminary spotting shall be white. Longitudinal marking shall be parallel I 9 with the proposed line applied with a paint marker wand or other approved 10 method, a minimum of 6 inches in length and wide enough so that a minimum 11 of two marks can be clearly seen at night under ordinary headlight conditions. I 12 Refreshing of marks prior to striping shall be the responsibility of the 13 Contractor. 14 I 15 Striping layout shall be performed by, or under the direct supervision of, 16 personnel certified by IMSA as a Signs and Marking Specialist Level I or 17 higher. Personnel performing the field layout and preliminary spotting shall be 18 proficient in the practice of striping layout, including layout and preliminary I19 spotting of curves and tapers using a rope and paint wand, proper annotation 20 on the pavement of starts, stops, and changes in line type for pavement 21 markings, and an understanding of WSDOT Standard Plans and City Standard 1 22 Drawings for pavement markings. 23 24 Survey personnel performing the calculations, notes, and layout data shall be I 25 on site to answer questions regarding the layout notes as the roadway is being 26 spotted or shall perform the work. In the event a revision is required by the 27 Contracting Agency during field layout, either to correct errors in the notes or to I 28 make minor revision noted in the ordinary progress of the work, field layout 29 shall be performed by the Contractor at the time. 30 I 31 All field layout shall be completed during the same shift as the striping is 32 obliterated by grinding or paving unless otherwise directed by the Engineer. 33 Any striping revisions directed by the Contracting Agency at the time of 34 preliminary spotting shall be documented in the striping notes and submitted to I35 the Contracting Agency. Any revisions requested to the field layout following 36 approval will be the responsibility of the Contracting Agency. 37 I 38 Permanent pavement marking shall not begin until the layout is approved by 39 the Contracting Agency. Such approval shall not relieve the Contractor of 40 responsibility for the accuracy of the field markings. I 41 42 Payment 43 I 44 Payment will be made in accordance with Section 1-04.1 for the following bid 45 item when included in the proposal: 46 I 47 "Roadway Surveying", lump sum. 48 49 The lump sum contract price for "Roadway Surveying" shall be full pay for all 50 labor, equipment, materials, and supervision utilized to perform the Work I 51 specified for layout and preliminary spotting of pavement markings, both 52 temporary and permanent, including any resurveying, checking, correction of 53 errors, replacement of missing or damaged markings, and coordination efforts. 1 54 HOT MIX ASPHALT OVERLAY-2018 PAGE 53 OF 57 March 6,2018 I WORK ORDER#3667 SPECIAL PROVISIONS