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2 The utility company and the oontraciortsl are responsible to nave at 4351 ore person on the l0 at all bines. that +s 'site supervisor' Certified 3 The contractor shall adhere to the current permit and contract specifcations 4. The locations of at penal and underground utility faotetes may rot be indicated on the prefect plans The contractor is required to contact the Nebraska and Colorado 8 t 1 one call notecaton center .0.a1 8. 1 / fory-..ght 1481 hours tine' 10 working te the City NM Oe way. NO e,cavabon wet be permitted .n the area of the underground taro -es until all faphtes have been located and elentrhed to the satisfaction of all parties The ccintractor sisal be responsible for orotecbon of M underground and sena ublibes and infrastructure 5 Whenever underground facility's are in close pro*ninety to the proposed pathway location or whenever the vesical location of the underground fadrey is unknow,. the contractor shall use special measures to determine the hocaarhs Of Such underground fadrbes a 11 the contractor is conducting the excavator by digging horn the surface when n a close proximity tc the underground raalroes the contractor shall use hand &gong hydro excavating or 30 excavating to locate such facility b if the contractor is conducting the et cavaton by tunneling or toning the contractor shall determine the venni location of the underground facility by potholing cit any other method approved by the director of public woks and 05'rthes 5 proj.el pans Sha. d.menson new facilities being installed Jnless agreed to .n wrbng n advance the depth of installed terrines in city and county now shall be at a minimum as follows a corky -eight .481 inches in 5041 b corty-eight 1481 inches below a projected slope from the Row line of a ditch ata three 131 hortzonta and one t11 venom slope c c.orty-eight 148) inches under a roadway measured from the surface of said roadway to the top of the installation d. So -1y 1601 inches under a storm water or creek channel design bottom or pipe, and e Manion a minimum of Twenty -lour 1241 .5ches Of vem4al and ticrapntal spacing from ening 504,4.,. f Be located as far front the existing or proposed curb brie as possible to avoid potential figure Conflicts 8. AN ton -street surface matrtars that are disturbed by excava9on and backf#tng operations shat be replaced and restored 0 City and county street surface matenals disturbed shat''. be ba khked. tamped and repaved by city or oo.Hy forces or approved paving contractor x 0 t sidew.Nk. wheel char ramps or any porton of the pedestnan facilites are reproved or closed a pedestnan detour shall be established and mantaited during the tine of the Closure and the entire pedestrian facility shall be restored wlehin seventy-two (72) hours. Inness One contractor provides a hard surface alternate route approved by the city or county '1 Ae pedestrian detours and any reconsbu4ton of pedestrian facilites shat meet clrrenl Americans with Disability Act IADAI standards and speasr.bons '2 AN pedestnan detours shall be pat of an approved Traffic Carted Plan ITCp1 • 3 AN holes made in the streets for the purpose of performing vacuum excavations to locate underground utilities shall be. restored to their ona,na Cordegn wth the reinstated core flush w'lt and in the ongnner onenta3on as the existing 50rlaoe mato-wig existing 43045514,41t surface appearance • a Win the contractor n nil actively worting. as equ,pn tint. *ming. debris, etc Shall not be paced teethe the nangula area requwed for sight &stance of vehicles erring or ...Senna an adjacent property or intersection All excavations shall be adequately fenced and covered when contractor .s not present or protect see let unattended ADA 18 The oontractor shah mamtan a set of *as buck" plans on see wen dtmensanmq These plans shall be presented upon newest 19 Final 'as-buK pans snarl be Rita *WI city .sd/or county within 30 days of the concretion W the protect 20. The contractor shalt follow construction standards pertaining to the lateral cdxdor facility paoemery and minimum depth requirements and clearance regtnrements of other fenktes 21 A current State. County. or City pem•t shall be maintained on each work see by the contractor The contractor shall present such permit upon request. 22 Any Red adjustments to entababon of facA,bes. teeter, vary from the pans that have been submmed and approved during the permit apphcabon process. shag oo.npty with the fodoaiing a The contractor must stop wok immediately and contact the facility Owner of the proposed changes b The facility owner's representative shall contact the city. county or state nght4-way construction inspector and provide Omen with the details c The ROW Inspector will make a determination on haw to proceed This deter inion may range from approval over the phone or ea email to delaying the prayed until pians can be updated and appropnale 0401.0 can be convected 23 Stake mounted waning signs and marker posts (84053) to be placed where appropnate 24 At oondtk1 and fiber is to be installed at the back of the roadway ROW unless otherwise noted 25 Leave 120' loops 1i50' tails at splice points) for maniere fiber in vaults STAKING SHEET - UNDERGROUND Company: OPTK Networks Exchange: Kearney DETAILS Composite Splice Vault Unit HBFO(96)J _n=ap ;.3h?• ^tat! 0161 3048 Polymer Concrete Serres Tier 15 8 22 Lsted Product COVER VIEW 8Zt7202Z0Z