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STAKING SHEET - UNDERGROUND Company: OPTK Networks Exchange:Grand Island Conduit shall not be placed between the Cry's traffic signal cabinet and connecting traffic signal conduit/poles Conduct must be offset a minimum of 5 from the base of any traffic signal cabinet traffic signal pole, or traffic signal puU box Contractor will be required to obtain a permit to work in the ROW (including a traffic control plan) before any physicalwork is to take place Locate flags stall be removed after the 'excavator has determined the work is complete IF SIGNAL CONDUITNVIRE HAS TO BE CROSSED THE NEW LINE SHALL BE A MINIMUM OF 6 DEEP WHERE CROSSING ANO THE EXSTING SIGNAL CONDUIT SHALL BE POTHOLED ANO VERIFIED ON-SITE PRIOR TO BORING tOcation of the underground taoley .s lxheenown. the contractor snail use spell measures to determine the Iw coons of suds underground feoedes. a 1 the contractor Is conducting the excavation by digging from the surface_ when in a close proximity b the underground f tcdrbes. the contractor Shall use hand digging. hydro excavating. or err excavabflg to locate suds fatality b If the cantracfor Is conducting the excavation by nunnelirg or bonng, tme co,Vaaor shall determine the vertical location of the underground faintest, by potholing or any other method approved by the director df public worts and 401405 b Project plans shall drmenson new feolines being installed 7 Unless agreed o In writing n advarhoe the depth of instated facilites es city and county row shall be ata minimum as follow a Forty-eight 148) inches n 501 b Forty-eight 148, inches below a protected sage from the flow the of a ditch ata twee (31 Mrrsornal and one ( 1 ) veatical 510pe. c cony -eight 148) Inches under a roadway measured from me surface of said roadway to the to of the amallalim d Sony 1110) inches unser a storm water or creek channel design bottom or pipe, and Maintain a minimum of twenty-four (24) cotes of vertical and horvmbt spacing from existing uti14es. f Be located as far from the existing or proposed curb hoe as possible to avoid potential future conflicts B A.Y non -street surface matenafs that are disturbed oy exeavabon and batltfling operations shale be replaced and restored 8 City and cowry street surface oaten els disturbed shall be backfilledt tamper, and repaired by dry or county forces Or approved paving oonba Liar 10 If sidewalk, wheel chair ramps or any oomon of the pedestna1 facades are removed or dosed, a pedestrian detour shalt be estodished and manraued during the time pr' 1110 closure and the enure pedestrian faddy shall be restored within seventy -tyro 172) nous unless the contractor provides a ham surface alternate route approved by the city or unty 11 AI pedesblan detours and any reconstruction of pedesuun faaWes shalt meet dere t An.MUns with Desabley Act I ADA) standards and spedfica*ons. 12 AN pedestrian detours shad be pan of an approved Traffic Control Plan ITCP,. 13 AI holes made n the streets for Me purpose of perforling va0Win excavations to locate underground alines 5)54 l be restored to their anginal c0drbon sun me reinstated core flush with and in the original onentabon as the existing surface matddrg existing pavement surface appearance 14 When the 0001, ctor Is no actively Marking. ad a ulpnerrl, fencing. debts. etc Shat nOt be placed within the tnanqulsr area required for sight distance of vehicles exiting or entering an adjacent property or ntexsecLmn. 15. At excavations shalt he adequately fen old and •bvered when contractor is not present or protect site Left undecided 1 PROJECT NOTES 10. No lane closures allowed on arsenal streets Moog AM and PM peak hours. 17. AN work zone traffic c0n001, elcludi g pedestrian control measures, snail be In compliance with the MUTCD and ABA 8 The corm -actor shall maintain a set of "as boat plans on see wen dimensioning These plans shad be presented upon request t r. Final 'as-budf plans shall be filed wen city arta'or county whin 30 days of the completion of the profe8tt 20 The contractor shad follow construction staederds pertaineg to the lateral 5orndo1 fadliry pUsermen* and minimum depth requirements and clearance requrernena of other emeiics. 21 A current Stale. County. or Crty permit shat) be maintained on each work see by ttfe contractor Tine contractor snail present such permit upon request 22. Any field adplstments to atsulatten of facades, which vary how the dans mat nave been submitted and approved Owing the perttvt application process. shall comply with the bdowtg a. The contractor must stop wore immediately and Conran the faokty Dew of the proposed oranges b The Monty owner's representative shall contact the oty. county or state night -of -way consbudion inspector and provide mem with the details c The ROW Inspector will make a determination on how to proceed. This determinauon may range from approval over the phone or via errhaa to delaying tie project until plans can be updated and appropriate review can be conducted. 23 Stake mounted walnilg signs and marker posts 1W53) to be placed where appropnate_ 24. AM conduit and fiber is to be installed at the bad of the roadway ROW tailless othewise noted. 25, Leave 120' bops (80' tolls at spite points) for mankne fiber in vaults Conduct shah not be placed between the City s traffic sgnal cabinet and connecting traffic sgnaf conduit/poles Cordud must be offset a mammon] of 5 from the base of any traffic signal cabinet, traffic signal pole, or traffic signal pull box Contractor will be required to obtain a permit to work in the ROW (including a traffic control plan) before any physical wolf b b take place Locate flags shag be removed alter the -excavator' has determined the worst is complete IF SIGNAL CONDUITANIRE HAS TO BE CROSSED THE NEW UNE SHALL BE A MINIMUM OF 6' DEEP WHERE CROSSING ANO THE EXSTING SIGNAL CONDUIT SHALL BE POTHOLED AND VERIFIED ON-SITE PRIOR TO BORING