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Ordinance 1913-01
0 RDI SAXON 40mw � AX oIMANOL providing for and deaeribing a pxwpod. loeal prove gent in certain Streets in the Village Of Yorkville, Kendall a .a s tT, Illinois, by the of ttxwti4n therein of underground a lrar i" �taQea eatoh-sbi s ° e .nat titan ea...and . .trice, IT QRDAINIb By the President and 40ird k Ft x tl . .{ .h 84� esoarbinationales, _pYp at' t� ' flush tankcs be oonetxueted iii the following streets And highiMys v�1 d star® ®f Illinois a village cr Yor6 dl the manner and as hereinafter desoxibed, the poste thereof to be paid by speoial assessment. *A A seller consisting of the beat quality of gait glazed vitrified stoneware pipe`,. of the *Rub and Spigot patte=v Stall be laid in, .. the following street$,, avenues and highways ;a:kong the line, Of the deneione and on the plain or elevation herel2tg2. :x'tiQ�tltly desertbed as follows: In street fpm the south.smax, ± " River to a point 50 sou Ith, of the $o um Tine 0r— 1p jy e' e O;tteT of gain street to .a paint 3o,`f eat o the N line t 9 .ill El®e� 2l,'' in BlaoX t s addition to the Village of Torkville, The aewere above pr®vd for shall be of the denaio following g , to wit In fain street from the S b of the Yox River' to the f IN center line of Madison street,�r shall be 15# inches internal diameter, in )&in street from the oenter line of Madison street to the oenter lisle of Ridge streets hall be 18 inches ,internal diater. in Main street from the center line of Ridge street to the center line of Washington street the sewer shall be 10 inohes internal diameter, In Main Street from the center lime of 'Washington street to a point In the center, of .ua air *30 feet South o ' the South line of d.nte ... __. Dolph street Vie sewer shall be eight iuolges - rn In Ridge street from the center line of Maims .etTee+, to the oenter l m of State Street the sewer shall be 10 inohas internal diameter. In Ridge street from the oenter line of State street to a point in the oenter line of Ridge street and thirty feet 44044 Test CC* the .��re East line of Lot 91 it BlocK 219 in Hlae�#s adc�. ticm to Xorlcville the sewer shall be eight inches internal diameter- 1A The sewer shall be laJA an the grade, plane Old elevation as follows: The flow'line of the sewer in the' oenter of Said Main street GA I-, south an$,a point thirty feet South of tbr,,A ne of Dolph street shall be at an elevation of 154 feet above 8Datum)F*4 as hereinafter fixed snd established by the sections of this ordinance, and from thence shall oontinw a.Norf in said Mean ""et wItU, UO uniform fall to the oenter of Orange street, at Whieh point the alevation of flow line of the sewer willobe 147 feet aEbove `batu�a; and shall oontinue thence North with the uniforsa fall to the oenter line of Washington stree at which point the elevation of the sewer shall be 144 feet above ,Datum,, * and qM continue thence North with the unifoxm fail to the oenter line of Tran1clin streets at Which point tYe serer shall be at an elevation. ar 140 Feet above "Datumlls and VW continue thence — �* North with the unifom f 1,, the outer line of Ridge street, at iGh point the dlevati n of A"- -swer shall be 158 5/10 feet above,� Ir "Datum" and cM oontinue thence North with the uniform fall to a point in the center line of Madison streets at which point the eleva- tion Of the flow line of the sewer shall be 133 feet above "Datum," and,** oontirme thence North at a uniform fall to.a point :n the center line of van_ won street with the. Glevation Of the sewer, 1©'R S/ Q "reetr shall oontinue thence North with the uniform fall to a point twenty feet Xorth f e so iine"�O at which point the elevation of the ; '],® 'line of the sewer shall be eighty—two 5,10 feet above:- '�D�ttt����`;�d , ' Mont nue then** North at an even fall to the South bank of the Few x! r " he` flow nk line of the sewer shall be savant# feet above "Datumso a elevation of the flow, line of the sewer in the center of Ridge street at a point 30 feet west of the East line of L t , in Blowk 21, in Blaolc s addition to Yorkville, shall be 145 3/1 above "patumf and shall eontime `thence East with the uniform fall to the point in the center line of Morgan street where the elevation of the flow line of the sewer shall be 142 3 10 feet above "DatumA"� an s , 1 oontinue thane East wi h th, uni orm_fall to the center line aft r�l��are the eleva on :0 'a sewer shall be 140 9/10 feet above "Datum and shall continue thane East with Ue uniform fall to wbe.re the sewer intersects with the sewer provided for in 'Main street at which point the elevations of the flour' line of the power shall be 139, 3/10 feet ' above "Datum. a J por the pn3p ose of this Improvement the *Dat=�" plane is hereby eetabl shed as being 100 feet below the top of the water table of the brlok building on the North oomer of dge street and ,.. 1. Van : on street and the top of the water :table of the briot building on the North Nast aorner of street and Van' -won street is hereby establ aled as being 100 feet above Oft$AXIV for the Village of Yorkville, Illinois ND,* The Manholes to be located in said nower ayateX' are _ follows: ' One in the oenter line of Main street and': ba�ak of the s pox FdveA in the eenter line of gas street and 20 feet North of the South ins of Hydraulic Ave; one in the oenter line of' Ma n r , street and the oenter line _of Mad Wn street one in the *enter line of Main street and the oenter'l a of Ridge street$ one in the center line of Mainstreet and the oenter line of Fr=Xlin street; one in the oenter line of Washington street and the venter line of Lain street; =0 In the oenter line of Main street and the venter line of orated streets aWA one in the oenter line of Ridge street and the oenter li Side of Rain street intersects with the Curb line on the South line of Van Emon street; one at a point where the Curb line ©n the treat aide of Main street intersects with the Curb line on the South aide of van on 'streets �► One at a point where the ,Curb `line on the ,ott side of gain street intersects with the Curb line on the South of Madison street; one at a point where the Curb. line on the west side of Main street intersects with the Curb line, an the South side of Madison street] : Q at a poi,ta where the gnarb ]fie on the East a�:de of Main street intersects idth the Garb line do the South cider.of age street "e at a point where the Curb line ow the best side of Main street intersects with the Curb line of age street; one at a point where the Curb line on the East side of Main street Intersects with vo curb livw on the South side of Franklin street WA- at point where the curb line of the west side of ;Fain street intersects with the Curb line on the South side of rranklin street One at a `point where for Curb line on the East side of said Main street intersects with the Curb line on the South side of Washington street;, 4ne at a point where the ourb line on the West aide of gain street Intersects with the Curb line of the South side of Washington street] Ap at a point where the curb lire on the ]fast s de of said lain street intersects with the Curb line on South of Orange a reel pe on tie cs�b line on the West side of said Main street, where the Ourb line Uter"Ots with the Curb line on the South sidd of Orange street; pne at a point where the Curb line on the Soufi side of said Ridge street intersects with the Curb line on the past aide or State street] One at a point where the Curb line on the South side of said Ridge street intersects with the Curb liU8 on the test side of State street] e at a point where the Curb line on the South; side of said Ridge street intersects with the Curb line on the East side of Morgan street. For the purpose of this improvement the Curb line of the streets in which 'sewers are to be constructed as herein provided shall be taken to be lines running parallel with and on either side of the center line of said streets and fifteen ftet distant from said center line. All of the sewer pipe used in the construction of said sewers shall be sound and well burned throughout their entire thickness, impervious to moisture.with smooth, well glazed exterior and interior surface, free dtrom cracks, blisters, fire checks and all other IMerfeetione similar in the bore, of true form throughout their Bength, of the exact specified dia►xeter and vu iform standard thickness. All of said pipe shall be Socket pipes and shall be each sit,stantially two and one-half feet in length: All Joints in the pipes used in the oamstruetion of said sewers s2u 11 be caulked with oakW t and filled and laid in Portland cement mortar so as to make all such 30ints perfeotly water tight. The pipes shall be so laid in.the trench that after the several sewers are completed, * the interior surface thereof shall oonform accurately to the grades and elevations fixed and prescribed herein, The manholes herein provided for shall be cylindrical in shape with an internal diameter of four feet, except at the top, at which point they shall be tw feet in,. diameter. The change of dim ter in said manholes shall be by drawing in the upper or top two feet of the same. The walls shall -be five inches thick and constructed of concrete of the ccmposition hereinafter stated` The invert and bottom curves of all manholes .shall' be of like concrete, five inches in thick- ness and neatly built and so formed as to facilitate the entrance and outflow of sewage over them Single lengths of vitrified pipe twelve inches in diameter shall be built into all manholes to provide for future extensions. Bach manhole shall be provided with a east iron ring and cover, weighing not less than four hundred pounds and shall be stepped with steps twelve inches long made of w 6 Five-eights inch round iron from a point within two feet to the top, such steps to be twelve inches apadt. The combination manhole and flush tanks shall be con- strueted of concrete of the composition hereinafter specified. That portion of the combination manhole and flush tanks which serves the office and purpose of a- manhole proper shall be con- struoted in all respects similar to the other manholes herein provided for, and adjacent to such manhole shall be constructed the flush tank, cylindrical in form, the bottom of whic4h' shall be at the same elevation as the bottom of the manhole and the walls thereof, including the foundation, shall be built of concrete, six inches in thickness. The diameter of eaef said flush tanks Shall be Your feet, and the depth thereof shall be four feet six inches. The flush tank chamber shall be provided with a cast iron syphon and connected with the Village water mains at a depth below the surface of the ground adjacent to the same of four feet with a three-fourths inch galvanized pipe, with a lead goose neck at the grater main connections. The construction of such flush tank shall be such that access thereto shall be had through the top of the manhole. Connection between the flush tank and the manhole shall be made by means of- a six inch cast iron pipe in the shape of an inverted "U laid in a bed of concrete +at such depth that the point of dia- charge into the manhole will be at the sane elepvation as the bottom of the manhole. The intake shall be at an elevation in the flush tank of three feet above the bottom thereof. the flow of water in said flush tank sha 1 be regulated by a Miller auto- matie syphon or some other sy` on equally as good, servicatle, and efficient. The concrete used in' the construction of said flush Lana shall be the same in composition as the concrete used in the construction of aatoh basins and manholes. All catch basins shall be constructed of concrete of the composition hereinafter specified. They shall be cylindrical in shape and shall have an internal diameter measurement of four feet, excepting at the top, at 'which point the. diameter will be two feet, the reduction being made by drawing in the upper two ,feet Of the galls ,of. said catch basins. The Walls of each of said catch basins shall be six ihee in °thickness and shall rest upon a foundation of concrete six inches thick. - The depth of each catch basin shall be seven feet three inohesc, measuring fro;ct the top of the iron cover, which shall be placed at the name elevation as the street adjacent thereto. Each of said - eatoh basins shall be connected with the sewer provided for to the street adjacent thereto., by means of an eight inch vitrified sewer pipe and shall be trapped with a trap of eight inches iron pipe. The trap shall be so set that the elevation of the bot- tom 'of the ;inside of the same shall be three feet six inches above the concrete base of the catch basin. Each catch basin shall be provided with a cast iron cover, which shall weigh not less than three hundred twenty-five )ounds The concrete used in the construction of manholes, catch basins , and combination manhoie-bnd. flush tanks, shall eon sist of one part Portland cement, of the best quality, two parts of `torpedo sand, and four parts of gravel or crushed stone. The emiient shall be free From lumps, dry and finely ground, well seasoned and thoroughly protected from injury by moisture. The sand used shall be such as will pass a serve with eight -meshes per lineal inch, and be retained on a s;JWe with thirty-six meshes per lineal inch, and Faust be clean, free from dirt, loam acid other foreign substances. All gravel used for concrete work shall be washed gravel; which shall pass a one inch screen and be retained on a screen with four meshes per lineal inch, duly graded as to size and free from dirt, loam and other foreign sub- stances. All stone used in concrete waxes 11 b+e dle'an,: sound limestone, free from dirt, loam and other foreign substances, duly graded as to size and broken so as to pass a one inch screen and be retained on a screen with four meshes per lineal inch. The cement and sand shall be thorn h��y mixed drys after *hieh it shall be moistened with water and made into mortar. The gravel or stone shall I first be sprinkled with water, then incorporated into the mortar and the mass thoroughly mixed together, The concrete shall not be mixed in larger quantities than is required for immediate use. The pipe used to connect the catch basins herein provided for with the sewer, shall be laid on such grade and- elevation as will give the some a uniform fall between the point where the same leaves the oatch basin and the point where the salve is discharged at the flow line of the sewer., The trenches to be excavated for the sewers herein provided for shall be excavated to a width of not less than. twelve inches greater than the outside diameter of the pipes to be laid therein. The bottom of the trench shall be so as not to cause any abrupt change in the grade or alignment =of the pipe and shall be such as will allow the pipes full bearing along their entire length. Underneath the bells of the pipe, the earth, grsvel, or rock, shall be supped out in such a manner that the bearing shall not be at the joints but uniform throughout the entire length of the pipe On both sides of the sewerAherein provided for W there shall be inserted and adjusted "spe&Ac sllwith *slants and n.M * evaxv .; fait to provide for groper connections, therein and all *slants" 04 must be 0108ed by means of vitrified stone- Ware covers or phtga caulked with oakum and oement so as to maXe the same wafter ight, �rb�� a e avnnec t' ith .. said sewers is not made by the owners of abutting property„ All trenches and other exeavati.ons necessary to the installation and. oaapletion of the sewers herein provided for shill be .baok filled and thoroughly tamped and the street surface returned to as good a oondition as- the samea was before MW excavating was made. All work herein provided for shall be done in a good and workmanlike manner, firet class in every respeot and in su.oh manner as to rei#der the least possible inconvenience to the public during the progress of the sale: r- , Section 2 That the recommendation zzx, Of Local improvelne,' :ts of the said Village of eeomuending the passage of this ordinance and the malting of said proposed improvement, together with the estimate- of the cost thereof, made by t.he. President .of s 'd Board of Local Improve Iments, both of which are `&abhbdNhsr be and the same are hereby concurred in and approved of. Section S. That said improvement be made and the entire ,oast thereof, including the stem of $214•04 (said sum being less six per centum of the mount of such assessment as estimated by the President of the Board of Local Improvements) and which said sum of $21o.00 is hereby provided to be applied towards the paymaat of the lawful costs and expenses of making and," aoileot- ing said assessment, being the same amount included in the said estimate of the President of the Board of Local Improvements, as the "lawful expenses attending the making of said proposed iMprovemetw' shall be paid for by special assessment :in accord- anee with` an act of the General Assembly of the State of Illinois entitled "An Act concerning Local Improvements," approved June 14th, 1897, in force July lst, 1897, and all subsequent acts amendatory thereof. Section 4. That the aggregate amount assessed and each individ- ual assessment and also the assessment against the municipality on account of property owned by the municipality, and for public benefits be divided into ten installments. Schell division Into installments shall be made so that all installments shall be equal in amount, except that all fractional amounts shall be added to the first installment, so as to leave the remaining installments of the aggregate equal in amount, and each a multiple of one hundred dollars. The first installment shall be due and payable r on the second day of January neat after the data of the dirst voucher, issued on acleount of work done, and the second install- ment one year thereafter, and so on annually until all installments are paid; and it is hereby made the duty of the Board of Local Improvements to file in the office of the Clerk of the Court in which such assessment will be confirmed, *a certificate signed by its secretary, of the date of said first voucher, and of the amount thereof, within thirty days after the issuance thereof. A11 installments shill bear interest as hereinafter provided until paid at the rate of five per centum per annum. interest on assessi.ierts shall begin to run froi.11 the date of the first voucher issued on account of work done as aforesaid. The inter- est on each installment shall be payable as follows On the second day of January neat succeeding the date of the first voucher aforesaid, so certified i aforesaid, the interest accrued up to that time on all unpaid"A stallments shall be due and payable and be collected with the installment, and thereafter the interest, on all unpaid installments then payable mhall be payable annually, and be due and payable at the same time as the installment maturing in such year, and be collected therewith. Section 5. That for the purpose of anticipating the collection of the second and succeeding installaent provided for i t a ordinance, it shall be le9mful for said Village of .; v issue bonds payable out of said installments, bearing interest at the rate of five per centum per annum, payable annually, and signe4Jby the President of the Board of Trustees of said Village under the corporate seal, said bonds shall be issued in suns of one hundred dollars or same multiple thereof and shall be dated and draw interest from the date of the issuing of the sane. Each _4 bond shall state on its face out of which installment it is pay- able and shall state by number or other designation the assessment of which such installment, belongs. The principal of such bonds s- shall not exceed in the aggregate the amount of such deferred installments and shall be divided into as many °series as there are deferred instal?.ments. Said speeial assessments shall be made and spread, said division into instaliments` shall be mace, said Interest shall be collected, said bonds shall be issued and be made payable and all' the other proceedings shall be had touching said assessment and said bonds in accordance with the terms and provisions of an Act of the General Assembly of the State of Illinois, entitldd "An Act ooncerning local Improvements," approved June 14th, 1897, in force July 'let, 1897, and all acts amendatory thereof. - Section 8. Th •: _ . p ► of l yorkvi�.le, Illinois, be and he is hereby directed to file a petition in the Count# Court of said Kendall County in the name of the said Village of Yorkville, praying that steps be taken to levy a Special access- went for said improvements In- accordance with the provisions of this ordinance and the Statutes of the State of Illi4is. Seetien 7. This ordinance shall be in force and effect from and after its passage anc approval according to law. The above and foregoing ordinance was duly passed by the President and Board of Trustees of the 'pillage o Yorkville, Kendall County, Illinois, on the day of A.D. 1912. Village .Clerk. hereby approve of the above and foregoing ordinance this � dap of.*zlaaaf-, A.D. , 1912. resident of the Board of Trustees of the Village of Yorkville, Kendall Oounty, Illinois. Attest; illage: Olork.