Laserfiche WebLink
I <br /> I1 The LED pedestrian traffic signal shall conform to all applicable ITE requirements <br /> 2 and be combination "person/hand" in side-by-side configuration. Both "person" and <br /> I 3 "hand" symbols shall be filled in and not outlined with the LED's. Colors shall be <br /> 4 Portland orange for the "hand" and lunar white for the "person". <br /> 5 <br /> 6 Countdown digits shall be MUTCD compliant, and the pedestrian signal countdown <br /> I <br /> 7 feature shall adjust automatically to controller internal changes and store the <br /> 8 countdown time internally when power is removed. <br /> 9 <br /> I 10 <br /> 11 e:.IVI-f 8-20.3 AS BUILT RECORDS.RTF <br /> 12 As-Built Records <br /> I <br /> 13 <br /> 14 The Contractor shall provide the Engineer with a cable route diagram for all <br /> installed fiber optic and twisted pair cables. The diagram shall show the actual <br /> 15 cable routes and "meter marks" where each cable enters and exits pull boxes, <br /> I 16 cable vaults, junction boxes, splices and termination points. The Contractor <br /> 17 shall record these points during cable installation. The diagram shall also <br /> 18 include all ITS device locations as well as the location and quantity of slack <br /> 19 cable. The cable route diagram shall be submitted to the Engineer as part of <br /> I20 the Fiber Cable Testing documentation. <br /> 21 <br /> 22 All costs for producing as-built records of the ITS system shall be included in <br /> I <br /> 23 the Contract Bid price for "ITS System " and shall be full payment to <br /> 24 perform the work as specified above. <br /> 25 <br /> I 26 <br /> 27 CNH 8-20.3(6)ADJUST JUNCTION BOX R;A' <br /> 28 8-20.3(6)Junction Boxes, Cable Vaults, and Pull boxes <br /> I 29 <br /> 30 Section 8-20.3(6) is supplemented with the following: <br /> 31 <br /> I <br /> 32 <br /> 33 Standard Duty pull boxes, cable vaults and concrete junction boxes installed in <br /> sidewalks, walkways and shared use paths shall have slip resistant surfaces, be <br /> 34 flush with surface and match grade of the sidewalk, walkway and shared use path. <br /> 35 The boxes, vaults and junction boxes shall not be placed in curb ramps, curb ramp <br /> I <br /> 36 landings, or the gutter areas associated with the curb ramps. Standard Duty non- <br /> 37 concrete junction boxes shall not be installed in sidewalks, walkways or shared use <br /> 38 paths. <br /> 39 <br /> 40 The Contractor shall adjust existing junction box to new grade by adjusting gravel <br /> 41 pad, in accordance to WSDOT Standard Drawings J-40 series and shall be of the <br /> I <br /> 42 type indicated in the plans. The adjustment operations shall be conducted to prevent <br /> 43 damage to any conduits. All parts or materials damaged as a result of the <br /> 44 Contractor's operations shall be replaced at no expense to the Contracting Agency. <br /> I <br /> 45 <br /> 46 If the junction box is removed and reset, the patch material used around the junction <br /> 47 box shall be the same as the adjacent pavement. For asphalt concrete pavement <br /> I 48 roadways, junction boxes located in the traveled way shall be adjusted to final grade <br /> 49 after final paving in accordance with Section 5-04.3(13). For Portland cement <br /> 50 concrete pavement roadways, valve boxes shall be adjusted prior to the surface <br /> I51 finish. <br /> I N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 127 August 8, 2018 <br />