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ADJUSTING MANHOLES AND CATCHBASINS The several sewer manholes and catchbasins located in said |roadwavs shall be raised or lowered may be necessary to make them conform to the finished surface of said paveâ€" ment. The â€" several â€" catchbasins located â€" outside _ of _ said roadâ€" ways shall be raised |or lowâ€" ered as may be necesgsary to make them conform to the |establishâ€" ed grade of top of curb Herein deâ€" scribed. Said adjustment ) shall be madeâ€"with the same kind of material as that of which said manho¥‘s and catchbasins are now constructed. The improvement herein for shall include the const necessary brick masonry cal Brick catchbasins shall be ed at necessary points. S basins shall be seven (7) six (6) inches deep, measu the top of the brickwork eatchbasin. Top of brickwork shall be nine g) inches below the grade of the top of the adjoining curb. Said catchbasins shall be circular in form, of an internal digmeter of four (4) feet. The walls shall be structed of brick masonry eight (8) |inches in thickness, composed of the grade of â€"hardâ€"burned sewer brick, laid in Portland cement mortar. ‘The inside face of the walls shall washed with a neat cement grout. | The botâ€" tom of said catchbasin shall be éonâ€" structed of concrete six (6) inches in thickness, composed of| one (1) part of Portland cement, |two and oneâ€"half (2%) parts of fire aggreâ€" gate, and four (4) parts pf coarse aggregate. The upper four| (4) feet of the walls of the catchb3sin shall be drawn in from fortyâ€"eight (48) inches to twentyâ€"four (24) |inches in diameter and upon said is shall rest m cast iron frame and ¢over, the combined weight of which| shall be not less than three hundred and twenty (320) pounds, and the top of said cover shall be set at the elevaâ€" tion of the top of the adj t curb. Said catchbasin shall be trapped with a_ half tnap of vitrified of eight (8) inches in eter and shall be connected nearest existing manhole of vitrified tile pipe of eight es intomsldedi:iz:thetzr, la straight gra a rise manhole of one (1) inch ten (10) feet horizontal to trap. Said balfâ€"trap shall that the elevation of the the halfâ€"trap within the Said base shall be constructed of Portland cement concrete,| composed by volume of one (1) Portland cement, two and oneâ€"h (%2%) parts of fine aggregate and four|(4) parts of coarse aggregate, with sufficient water added to secure a g plastic mass. Upon the top of the concrete base above specified there shall be placed the said cast iron imlet cover, weighing not less than three hunâ€" dred and twenty (320) pounds, Each of said inlet covers shall hgve an adâ€" justable back or curb portion and shall have a horizontal griate sevenâ€" teen (17) inches by twentyâ€"two (22) inches. Said inlet cover shall be so set upon the toy of said concrete base that the top of the said te shall be flush with the top surf. of the gutter flag and pavement herein proâ€" vided for at the point ere said storm water inlet shall be lqcated and the curb portion of said storm water inlet â€" shall be located | on the line and grade of the c of said roadway, therein provided for at the point where said storm ter inlet shall be located, all in such manner as to receive the water from the surâ€" face of the pavement. Each of the above described storm water inlets shall be connected with the nearest existing or new catchbasin \by means of vitrified tile pipe of an internal diameter of eight (8) inches. Each of said pipe connections shall extend from the inside face of the catchâ€" basin with which it connécts on a straight line and on a gragle with a uniform rise of one (1) |inch per eight (8) feet of length to, a conâ€" nection with the wall of gaid inlet, with the bottom of the inv of said vitrified tile pipe coinciding with the top surface of the bottom said inâ€" let. The connecting pipe shall termâ€" inate at the inside face of| the wall of the inlet. The several catchbasins ted on the line of the curb shall raised or lowered and adjusted laterally as may be necessary to make hem conâ€" form to the finished surf of said pavement or to said established grade of top of curb according whether the major part of said catchbasins lies within or without the line of said eurb. Sai:i}adjustment shall be made with the sq@me kind of material as that of which the said sewer manâ€" holes and catchbasins are inow conâ€" structed. . (3) feet square and eigh (18) inches in thickness, ocutside measureâ€" ments. Said hollow base shall proâ€" vide a water storage s eighteen (18) inches in width, entyâ€"four (24) inches in length d twelve (12) inches in depth, ing the front and back walls of the base each nine (9) inches in thickn and the sidewalks six (6) inches in| thickness and the bottom of said b six (6) inches in thickness. * i 8) feet and six (6) o ies " hn a "Tmmiiefrokes above the BAoor of the calch. 8. ; :.n han \ strength esn se n nds The tile used in the construction of 'WW(whmtlm the sewer and inlet connections shall Ww'mmgnd ore coolâ€"| be straight, smooth and sound, thorâ€" covers after A coat| oughly burned and vitrified, free ing shall ‘receive °n from lumps ~or: other imperfections of asphaltic P#MEW.n | _ â€" | and with the least possible variation hAvl*lt m-:n"u;oi‘ii{;d ljainrt- rified tile or laying brick for u@m and| manholes | shall be madm interm one (1) part of Portland cement with two (2) | The imtnrovcmem nerein provided |1]" for shall include the ction of Et storm water inlets located (at necessâ€"| O ary points. Said‘storm water inlets E shall be constructed in and|under the | } curb and gutter of pro paveâ€"| A ment and shall consist 0: standard | m inlet cover as hereinafter| specified, | 8t set upon a rectangular hollow base | 8« of Portland cement concrete, three | 8t PAGE FOUR and sufficient water to mal improvement herei CATCHBASINS provided ction of tchbasins. nstructâ€" id catchâ€" feet and ing from floor of ork shall grade of rb. Said four (4) structed inches in grade , laid in he inside washed ped with ile pipe diamâ€" on a From said ertical to t:id halfâ€" set so y means (8)â€" inchâ€" ottom of atchbasin The botâ€" I be conâ€" ) inches one (1) two and with the " * _ |eight (8) inch pipe shall be thirteen provided ‘sixteenths (18â€"16) inches with a lim 6 "Iilk . OA L_LLLiLG h wab ta inwanad ‘ama ‘ (n) ‘"Street Return"; : Those porâ€" tions of the roadway of an intersecâ€" ing street (B) intersecting a street (A) to be improved, that are includâ€" ¢ed between the curb lines and street lines respectively on either side of said street (A) to be improved, shall be known as street . regurns, when the roadway of said intersecting street (B) is not to be improved imâ€" mediately outside of the |street lines of said street (A). | |_(c) "Alley Intersections": The places where streets cross or where a street and said intersection shall be bounded by the alley lines extendâ€" éd and shall extend from the curb line to nearest parallel street line. | (j) "Crown Line": Aline in the top surface of a proposed or existing pavement gusing through the highâ€" est point of every crossâ€"section thereâ€" ?f. said crown line coinciding with he center line of the pavement unless otherwise herein specified. LOILA MPuacol n otes meril asoo qo l _ (g) "Roadway": That portion of street or alley lying between the esâ€" tablished curb lines thereof. | _(h) "Parkways": Those portions of streets lying between the curb lines and the respective street lines but not already occupied by sidewalk or crossâ€"walk. â€" i (i) "Subgrade": The surface ‘of the roadway of a street or alley to be improved, which has been formed and rolled so that when the finished rnvement shall: have been placed hereon, the surface of said pavéâ€" ment shall conform to the line and grade herein specified. | _ s \ (k) "Gutter Line": The line where the top surface of the finished paveâ€" ment flag joins the roadway face of the fiuilged curb and distant twelve (12) inches from back of curb towards ¢genter line of street. |_(1). "Face of Curb":, A vertical Elane through gutter line and to be known also as the "cutrb line." |\ _ (m) "Street Grade": The elevaâ€" tion above City Datum of the line of the top of finished pavement at the enterline. | The words and phrases defined in this paragraph, whenever used in §his ordinance, shall, unless such conâ€" struction be inconsistent with the conâ€" text, be construed as follows: | :(a) "Street": Except where otherâ€" wise specifically limited shall include avenue, road, alley and highway. |_(b) "Street intersections": . The lace where an alley poins or crosses ftreets meet and said intersections ghall be bounded by the outermost street lines extended. . | (d) _"Street Line" or "Property Line": The established boundary line between the land used as a street and the adjoining property, or said line ¢xtended. 60 ce ds 4 | (e) "Center Line of Roadway": A line extending lengthwise of a street Inidway between the street lines thereof. + (f) "Curb Lines": Lines establishâ€" ed one on each side of the center line of street defining the width of the roadway thereof, and distant twelve (12) inches from back of curb toâ€" wards center line of street. I \ The finished surface of the paveâ€" ment at intersecting alleys extended ghall extend from the gutter line by a gentle slope upward to meet the street line, in such manner that the top surface of the curbs on both sides of sai?‘ alley return shall rise at the rate of one (1) inch vertical to eight (8) inches horizontal. The point of intersection of the centerline of said :lley with the street line shall be wo (2) inches above the top surface of the opposite curbs and crossâ€"secâ€" tions of said finished surface genâ€" grally shall be arcs of vertical circles which respectively decrease in curvaâ€" ture with the distance from the street line, becoming a straight line at the gutter line. _ â€" _ _ | At street intersections the grade of said top surface of said pavements shall be modified to such a degree only as is necessary to make the top surface of said intersecting roadway correspond, all under the direction of the Board of Local Improvements. it of variation not to. exceed ‘oneâ€" vighth (1â€"8) inch either way, all to be made with the end square and at right angles to the axis of th;‘ripc. ‘All joints between sewer tile shall be made by placing the exterior of the Etraight end firmly mimt the shoulâ€" socket in ‘concentricity with the straight and firmly minlt the shoulâ€" er of the socket. cement morâ€" tar shall then be so placed as to comâ€" letely fill the space between the socâ€" tet and the pipe and cover the exâ€" terior end of the ball. _ _â€" _ from true cylinder shape. Pipe shall {â€" All trenches for sewer pipe shall be bxcavated to a width at the bottom pf not less than twelve (12) inches eater than the outside diameter of ge %ipe to be laid therein. ‘?:; trench bottom shall be so excava r not to cause any abrupt changes the grade or line of the pipe and ghall be such as to allow each section of pipe a full bearing along its enâ€" tire length. Underneath the bells of the pipe the earth shall be cu;gnd in such a manner that the bearing will not be at the joints. â€" After the Hewer pipe connections are in and have been tested to determine that they are true to the established line and grade, the trenches shall befilled with the excavated (material. All trenches and other _ excavations around catchbasins and manholes and inlets shall be backfilled and tamped and the surface of the street or parkâ€" way returned to ‘the grade and conâ€" dition practically the same as before the work was commenced. On alley return the height of the curb above the gutter line shall vary uniformly from one (1) inch at the streat line to the height hérein speciâ€" fied at the curb line of the street. straight pipe must be <straight in Etho direction of the nxil.mc eylâ€" inder, and the inner and outer surâ€" ‘aces of each pipe must be concenâ€" ric. The lt;nj,qrd thickness of the of the hub and spigot pattern. All aizht pipe must lfi straight in DEFINITIONS: #*" the Board of Ldgal lu;‘grovemenu of the Village of rfield, Lake Counâ€" ty, Illinois, andSshall be in substanâ€" tial form and igsue and in all wise conform to the tutes of the State of Illinois in suc§ case made and rro- vided. Each offsaid bonds shall be | signed by the ident of the Vilâ€" That the aggrpgate amount of said ‘assessment shall be divided into ten (10) installments, and such division That there isYhereby provided and ordered, set asidd from said total asâ€" sessment to be fhade, the sum of six per centum of the cost as estimated of said improvifment, toâ€"wit, Eight Thousand Eight Hundred Dollars ($8,800.00) which shall be applied toâ€" ward the payment of the expenses and cost of making and levying said assessment and &f letting and executâ€" ing the contract#and any other lawâ€" ful expenses att@inding to the making and return of tÂ¥e assessment roll or rolls, and the cofit of making and colâ€" lecting the assesgment as provided by the statutes of Tflinois. SECTION IV. CAWT INDUEIINTCR ) 2290 SUCH GrVISION shall be so madefthat all installments shall be equal inyamounts except that all fractional anjounts shall be added to the first installment so as to leave the remaining @nstallments in the aggregate amount ofi each equal in amount and in n§ultiples of One Hunâ€" dred Dollars (§100.00) ; '?.“ said assessment and iistallment shall bear interest at the rfte of six per centum (6%) per annurmg, beginning and payâ€" able at the) timé or times as providâ€" ed in and ‘by the statutes of the State of Illinois,* That, for the ipurpose of ‘anticipatâ€" ing the collection of the second and succeeding instgllments, bonds shall be issued payable out of said installâ€" ments when coll¥éfted, bearing: interest at the rate of six per centum (6%) per annum, payable nnnuallx.' The date of said bomwids shall be fixed by the Board of Ldgal In‘ngrovemenu of the Village of Meerfield, Lake Counâ€" ty, Illinois, andSshall be in substanâ€" tial form and igsue and in all wise That said ingprovement shall be made and the cast thereof, including said sum of $8,§00.00, set aside purâ€" suant to law, ag provided in Section III hereof, shalg be paid by special assessment to b§y spread, levied, conâ€" firmed and coflected in accordance with and under‘and by virtue of an Act of the Genéral Assembly of the State of Illino#®, entitled "An Act Conterning Locg! Improvements," apâ€" proved June 14/1897, and all legal, valid and bindir amendments thereâ€" to, heretofore of which may be hereâ€" after made and.jin force and effect, and also in compliance with and unâ€" der the authoritiee of any and all other acts of the General Assembly of the State of inois,herotofszte enâ€" acted supplemenital to or in and of said. "Act Concegning Local Improveâ€" ments," appro June 14, 1897, and any lawful améndments thereof, or granting dpowe and authorities to Cities and Vill in the State of Illinois respectifig the. character of improvements héreinbefore defined. SECTION V. SECTION VI. That the reqgpmmendation of the Board of Local #mprovements of the Village of Deg#field, Lake County, Illinois, recommé@nding the said above described improgement, together with the estimaté of gost thereof made by the President offthe said Village and of the Board off Local Improvements of said Village,*%as provided by law, both hereto attaghed, be and the same are ‘hereby appgoved. SECTION III % _ frode of the romffany of an mietaget Arely on archer tds of sald atieap The steel for :gaid dowel bars shall be made b{ethopenf hearth process and shall wilat is known as the structural gradg rolled from new bilâ€" lets. It shall : of tensile strength pounds per square inch 55,000 to 70,â€" 000 and the miffimum|yield point in pounds per squ&re inch shall be 33,â€" 000. The minjrgum pércent of elonâ€" gation in eight%4(8) inches shall be 1,500,000 dividgd by the tensile strength. 4 4 SECTION IL & ; BRICK : The brick use)) shall be of the best qu of x brick, uniform in TI ity, sound #hd hardâ€"burned, free rom lime <andl cracks, with edges full and squar@and of standard diâ€" merfsions, viz.: Right (8) inches, by four (4) inchej, by two and oneâ€" g:mr (2%) jinches. When struck ‘brick shall have a clear ringing sound. They Shall be of compact texture after being thoroughly dried and if immersediin water for twentyâ€" four: (24) houys, shall not absorb more than ten‘per cent (10%) in wetfht of vnu 4 Slip dowel Hars made of round smooth staeofl bars â€" shall _ be placed across ajpd through all transâ€" verse expansiot, joints herein m vided for. Said\slip dowel bars shall be of threeâ€"fougths (3â€"4) inch diamâ€" eter and shall each be twentyâ€"four (24) inches logg. The dowel bars shall be placed horizontally and norâ€" mal to the expagsion joint which they cross, and the [rnxis of each of the dowel bars shaÂ¥l be three and oneâ€" half (3%) incliks below the top surâ€" face of the p@vement. These slip dowels shall be gpaced along the exâ€" pangion joint af intervals as shown on the cross seqtion drawing attachâ€" ed hereto. Arofind the end of each bar shall be pL ed a lensth of steel gas ‘pipe of ongs(1) inch internal diâ€" ameter. Said piece of gas pipe shall be eight (8) inghes long and shall be zl:ced so that ifsurrounds the dowel r for fourg (4) inches of the length of the fas pipe and so that the gas pipe pr§jects four (4) inches beyond the eng of the dowel bar. Ench dowel bariand the piece of gas pipe for each ,wel bar shall be dipped in mediim grade lubricating oil before being placed in the work; and after the yas pipe is placed on the end of theslip dowel the open ends of the gasWpipe shall be plugged with cotton wagte before the dowels are covered with concrete. The dowâ€" els shall be plaked so that center of dowel along its Ipngest dimension will be at the expafision joint which the dowel crosses. ‘% (p); : * Intersection": The plages where meet : or inâ€" tersect â€"and roadway . intersecâ€" tions shall be bjunded by the outerâ€" THE HIGE : ccurb ~lin ways. 8 stgllments, bonds â€"shall able out of said installâ€" 1 , bearing: interest & per centum (6%) ayable nnnuallx.' The bo‘ shall be fixed by :al Improvements of f rfield, Lake Counâ€" id "shall be in substanâ€" igsue and in all wise e tutes of the State iereby provided and from said total asâ€" ade, the sum of six e cost as estimated ment, toâ€"wit, Eight ach be twentyâ€"four . The dowel bars orizontally and norâ€" ion joint which they xis of each of the hgcofDMiulafillh;W by the Village Clerk and the corporâ€" .uuaotuuvm.mm to. : Said © bonds â€" be issued in sums of One. Hundred â€" Dollars ($100.00) or some multiple thereof. The Board of Local Improvements of said Village shall have the power to fi.rovido that said bonds shall have terest coupons thereto attached to represent the yearly interest to acâ€" crue thereon and shall provide for their execution or lithograph signaâ€" Question stated by the President and submitted to roll call. The vote stood: Ayesâ€"Engstrom, Geary, Laâ€" bahn, Segert, and Selig. Naysâ€"none. Motion declared carried and so orâ€" dered. f & Attest : i ALVIN KNAAK, Village Clerk 22 ture. ‘ The Board of Local Improveâ€" ments shall pay out said bonds to the Contractor or persons performing the work and labor or furnishing the maâ€" terials to construct said improvement in accordance with this Ordinance lvlron estimates in the manner proâ€" ded ba law. SECTION VII. That James J. Hood, President of the Village of Deerfield, Lake County, Illinois, be, and he is hereby ordered, to file a petition in the County Court of Lake County, State of Illinois, in T mepame m y us e. County, nois, pra al such proeeomntl may be had in said court to levy a l&eci-l asessment for the payment of the costs of said imâ€" provement and all lawful costs and expenses attending the same, includâ€" ing said six percentum set aside in the manner set forth in the estimate of cost and in Section III hereof, and in accordance with the terms and proâ€" visions of this Ordinance and in the manner prescribed by law. the ordinance presented and read be passed to second reading and referâ€" red to the Street and Alley Committee of the Board and the Village Clerk instructed to have the same publishâ€" ed in the Highland Park Press and the ordinance brought ‘up for passage at an adjourned meeting of the Board to be held on Monday, Avult 9, A.D., 1926 at 8 P. M. at the Masonic Hall An idea of Polish courtesy may be gained from the soldiers who told their general he could eithexg shoot himself or let them do it.â€"Indianapoâ€" lis Star. This ordinance shall be in force and effect from and after its passage and approval, and due publication, as required by law. â€" _ O It was moved by Trustee Engstrom and seconded by Trustee Selig that in Deerfield, Ill. manner prescrib SECTIO'I)Q VIIL. Robert W. Pease If you‘ve an eye for beauty and for fdrniture that has real quality value, you‘ll step into this furniture store and sélect your home furnishings here. You can pay in small amounts to suit your income and convenâ€" ience. Start an E. Z. Plan acâ€" count here. Phone us your order for Bulk or Brick Ice Cream and try our Sunday Speâ€" cial in Brick Cream. New kind every Sunday. â€"Theâ€" Best Place for Cool Drinks and Sodas and the Coolest Place in Town in which to Enjoy Them Try Our Service You Will Be Pleased and Satisfied Opp. Northwestern Depot In 1 owWwn HIGHLAND PARK, ILL Telephone 144 f WE OPERATE OUR For slight additional cost your policy can be rounded out with the two following coverages: | ‘L . 1. Plate Glassâ€"Includes dost of replaceâ€" ment. | * L . 2. Miscellaneous Perils ;tTOrnado, Cyâ€" clone, Windstorm, Earthquake, Explosion, Water Damage and Hail. â€" Office Phone 574 JOHN ZENGELER |~ Fireâ€"Resulting in destruction of or damâ€" age to your own car. , f | Lightning â€" Causing destruction: of or damage to your own car. | i Transportation Perils â€" On either land or water. | | 4 Collisionâ€"Accidental damage or destrucâ€" tion of your own car. $ 2o Theft â€" Including loss offcar as well as damage done while in the hands of thieves protects you against financial loss from practically every hazard to which, as the owner of a motor vehicle ydu are exposed. Public Liabilityâ€"Your financial responsiâ€" bility for injuries caused others. | Property Damage â€" Your financial reâ€" sponsibility for damage té others‘ propâ€" A development of homesites with !full improvements available, located on Ridge Road, several blocks south of Deerfield Road. 3 & Central Insurance Service Combination Automobile 4554 Broadway at Wilson J. F. CORNELIUS & CO. 2 > Central A n n o u n‘¢ing RIDGE HEIGHT: SUPPLEMENTARY FEATURES Briergate Station of Skokie Valley Line HIGHLAND PARK SALE‘ OFFICE HIGHLAND PARK, ILLINOIS HIGHLAND PARK Preâ€"development prices prevail A. E. SMITH, 3 P. Room 3, State Bldg. ho Deerfield Road g opposite â€" * at MAKE TO YOUR article in tin, heet metal. Tell us wi and we will figure on eut to measure and m; Edgewater 9000 Phone 1046 be