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STAKING SHEET - UNDERGROUND <br />Company: OPTK Networks Exchange: <br />CONSTRUCTION PROJECT NOTES <br />The State County. City personnel snail be notified a minimum of forty eight 1481 hours in advance of initial project <br />construction. <br />2. The utility company and the contractor(sj are responsible to have at least one person on the job at all Times, that is <br />'site supervisor' certified. <br />3- The contractor snail adhere to the current permit and contract specifications <br />4 The locations of all aerial and underground utility facilities may not be indicated on the protect plans The contractor <br />is required to contact the Nebraska ana Coioraoo 811 one call notification center (dial Bi 11 forty-eight (481 hours <br />pnor to working in the city nght of way. No excavation will be permitted In the area of the underground utilities until <br />all facilities have been located and identthea to the satisfaction of all parties. The contractor shall De responsible for <br />protection of all underground and aerial utilities and infrastructure. <br />0. Whenever underground facilities are in close proximity to the proposed pathway location or whenever the vertical <br />location of the underground facility is unknown, the contractor shall use special measures to determine the locations <br />of such underground facilites. <br />a If the contractor is conducing the excavation by digging from the surface when in a close proximity to the <br />underground facilites the contractor shall use nano digging hydro excavating. or air excavating to locate such <br />facility. <br />b. If the contractor is conducting the excavation by tunneling or boring, the contractor snail determine the vertical <br />location of the underground facility by potholing or any other method approved by the director of public works and <br />utilities <br />6. Project plans shall dimension new facilities being installed <br />7. Unless agreed to in wntng in advance me depth of installed facilities in city and county row shall be at a minimum <br />as follows <br />a Forty-eight (461 inches in soil <br />b. Forty-eight (461 inches below a protected slope nom the flow line of a ditch at a three 131 honzontai and one 111 <br />vertical slope. <br />c Forty-eight (481 inches under a roadway measured from the surface of said roadway to the top of the installation <br />c Sixty (801 inches under a storm water or creek channel design bottom or pipe. and <br />e. Maintain a minimum of twenty-four (241 incnes of vertical and horizontal spacing from exisbng utilities <br />f Be located as far from the existing or proposed curb line as possible to avoid potential future conflicts <br />8. All non -street surface matenals that are disturbed by excavation and backfilling operations shall be replaced and <br />restored <br />0. Cay and county street surface rnatenals disturbed shall be oackfilled, tamped and repaved by city or county forces <br />or approved paving contractor <br />t 0 if sidewalk. wheel chair ramps or any portion of the pedestrian facilities are removed or dosed, a pedestnan detour <br />shall be established and maintained dunng the time of the closure and the entire pedestrian faulty shall be restored <br />within seventy-two (721 hours. unless the contractor provides a hard surface alternate route approved by the city or <br />county <br />AN pedestrian detours and any reconstruction of pedestrian facilities shall sheet current Amencans with Disability <br />Act (ADA) standards and specifications. <br />12 AN pedestrian detours shall be part of an approved Traffic Control Plan (TCPj. <br />13. AN holes made in the streets for the purpose of performing vacuum excavations to locate underground utilities shall <br />be restored to their onginal condition with the reinstated core flush with and in the original onentation as the existing <br />surface matching existing pavement surface appearance <br />14. When the contractor is not actively working all equipment, fencing, debris. etc Shall not be placed within the <br />triangular area required for sight distance of vehicles exiting or entenng an adjacent property or ,ntersecten. <br />if, AN excavations shall be adequately fence° and covered when contractor is not present or project site left <br />unattended. <br />It <br />16. No lane closures allowed on arterial streets during AM and PM peak hours. <br />17. All work zone traffic control. including pedestrian control measures. shall be in compliance vett) the MUTCD and <br />ADA <br />18 The contractor shall maintain a set of "as built' plans on site with dimensioning These plans shall be presented <br />upon request. <br />16. Final "as -built' plans shall be filed with city arid: or county within 30 days of the completion of the project. <br />20. The contractor shall follow construction standards pertaining to the lateral corridor facility placement and minimum <br />depth requirements and clearance requirements of other facilities. <br />A current State, County. or City permit shall be maintained on each work site by the contractor. The contractor <br />shall present such permit upon request <br />22. Any field adjustments to installation of facilities, which vary from the plans that have been subMetea and approved <br />during the permit application process. shall comply with the following. <br />a The contractor must stop wort immediately and contact the facility owner of the proposed changes <br />b The facility owners representative shall oontact the city. county or state nght-of-way construction inspector and <br />provide them with the details. <br />c The ROW inspector will make a determination on how to proceed. This determination may range from approval <br />over the phone or via email to delaying the project until pans can be updated and appropriate review can be <br />conducted <br />23 Stake mounted warning signs and marker posts (B -M531 to be placed where appropnate <br />24 Ali conduit and fiber is to be installed at the back of the roadway ROW unless otherwise noted. <br />25. Leave 120' loops (80' tails at splice pointsl for mainline fiber in vaults <br />