Show dances in the wards of the city the dance given in alie fourtly ward amusement hall last evening under the direction of the sunday school was a grand success both financially and socially under the able management frank whitehead as floor manager alio dancing public can be assured a good time mr aion depool has turned over to the sunday school something like 30 since taking alie liall two ago excellent was furnished by sam purdys orchestra thero will be another dance in alie u hall and for alie same purpose next evening afternoon alie little folka were given a dance by alie officers of alio sunday school in the game hall the place was crowded little folks alio hail such a good time eliat it will not bo forgotten IN THE SE the ball given 1 under the auspices 0 the Y M M I 1 A of alie second ward in alio institute last evening was a great about seventy couples were in attendance alio music fur nihed by win purdys orchestra and alio fine floor always act as a drawing card for the liall the floor is considered to be one of the best if not alio best in the city next friday evening there will bo dance but under ano management of alie sunday school and the proceeds go to defray alio expenses of alio dancea that are to bo given by in school on monday next monday afternoon january and 2nd alie little folks of alio ward will lie given a dance by the officers and teachers of alio sunday school candy and nuta will bo distributed to them and everything done to make the onca happy in tho a danco will bo given for tho young people and a jolly good time w t jl NOTICE TO bridal contractors specifications for a bridge to be con strutted ted across luver by weber county state of utah on or near tho section line between sections 23 and 24 in township north of 2 west of the salt lake meridian V S survey in weber county ot utah ast 1st abo bridge to be of steel trusses feet long between pin centers 18 foot roadway in the clear and to rest upon iron column abutments at each end in a shoo of the usual form and 2nd the abutments abut menta shall consist of two iron columns at each end of the bridge properly tied and trussed together with tic braces and literals laterals late rals the columns to be not less than 42 inches diameter to be composed of sheets inches in thickness riveted together each column to be 24 feet long to be set in the earth to such a depth as the engineer shall direct and 3 piles 30 feet long driven inside of each to a solid foundation and to extend into the iron pier at least 8 feet all sand and earth to be removed from the inside of the columns and filled with concrete composed ot portland cement sand and gravel in proportion 1 3 and ard 3rd the members athe bridge shall be sufficient to sustain a moving load of 1400 pounds to the lineal foot ath to bo 13 lines of foists joists 3 by 14 inches bridged the floor to be of two layers of planks two and three inches respectively the wheel guard and hub plank to be 3 by 6 inches all of oregon fir tree from all injurious defects ath approaches to bo constructed at each end each 18 feet long the outer end of tho foists joists resting on piles driven at least 13 feet deep capped with timber 10 by 10 inches square drift pinned to each pile the foists joists and flooring to be in all respects the same as those specified tor the bridge the outer side of the piles to be blanked planked with plank 2 inches thick of sufficient length to support the earthen embankment to be raised tor the roadway ath on the north side of the river and extending from the bridge up stream twenty piles to be driven 5 feet apart each pile to be not less than thirty feet long located as the engineer shall direct and driven to a solid foundation to the satisfaction and acceptance cep tance of the engineer in charge of the work each bidder on the above described bridge shall bo required to submit with big bid drawings showing the general form of the structure he proposes to erect also a sheet showing the length and helgath of the span the number and length of the panels width of the roadway carrying capacity of ti bj adge the number of pieces size oX each and kind of material in all the members and the maximum strain on each the ultimate strength and the allowed unit strains for different kinds of materials with a general description ot the details of construction anjil workmanship and different qualities of the different materials to be used A certified check in the sum of must accompany each bid and bo forfeited to weber county in case the successful bidder shall tail to enter anio contract with weber county for tho construction ot said bridge in accordance cor dance with these specifications and hid proposal and execute a bond conditioned on the faithful perform 2000 within four days after the acceptance cep tance 0 o the bid and the awarding of the contract all bids plans and specifications and strain sheets conforming to the foregoing must be filed in the office of the county clerk on or before 12 noon standard time on the day ot december A D 1898 at which time all bids will be opened the county commissioners reserve the right to reject any or all bids by order of tho board of county commissioners of weber county state ot utah NEWTON FARR clerk dy L R CAHOON deputy clerk |