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Clothing than t is only natural miesg and advanâ€" ary merit ‘of our r Fall; You will elsewhere. One ELL AS LAUNDERER$S" PARK, JILL. 0; 0 C > s 178â€"179 , Wwas( 1.80 and 10 cents ‘per lb for celv ironed and the balance Sqill are;’nl&'u batl in France as they m#ight bd.‘ The Ffench don‘t bave to sglect thpit cabfnét members by primaity Wall Sfreet said to‘ have been upset the ther‘n'y by t‘."nm from Paris. e are |glad to ‘know that some body! takesfarls seriqusly., | > LAUNDRY ariny apparel, soft shirts, real economy.! The quality r service is courteous and 178 and| we will gladly send nd retugn it to you when ents :_)efj Ib. fojl' all flatwork N SHOP $85. ITURDAY EVENINGS and the uits Bay Road his Price our Family dry 00 _ sa 0 40 6 0 0 o4 o URSDAY, SEPT] 4 f SDAY, SEPTEMBER 23, 1926 â€"Evanston Sons |: $1.25 and 3 cent® per rettirned damp, ready ©50 cabinéet mel;l:.;: 3 TRACT . NOTICE is hereby given to all perâ€" sons interested, that bids for the ?len'- nishing of all labor, tools and ‘mateâ€" rials necem for the construction of a reinf concrete Kcvement in Lincolnwood Road, St. Johns Avenue, Marion Court, Pierce Road, Braeside Road, . Lakesidge _ Place, _ Brownville THURSDAY, SEPTEMBER 23, 1926 y Road, Ravine |Manor Road, Carol Court, Delta Road, Dell Lane and Pleasant Court, all in the City of Highland Park, County of Lake and State of Illinois, were opened on the 17th day of September, A. D.'1926,1 and I. D.. Lain, being the lowest reâ€" sponsible bidder, the contract was awarded to said I. D. Lain on the 20th day of S?tember, A. D. 1926. | Said bid for the work is as follows: No. 1+â€"18,000 cubic yards of excavation for road,â€" ways, integral curbs, and . combined! curb and gutâ€" ter, including clearing, gru’bbing of brush and trees six (6) inches in diâ€" > ameter or less grndin‘f, preparing the subgrade to receive the concrete pavement, integral curbs and combined curb and . gutter â€" (old sidewalks where removed shall be elassed as excavation); after the roadways and parkways are brought to the subgrade, the reâ€" mainder of all the excaâ€" vated material shall be used for filling over proâ€" posed culverts in ravines in Brownville Road, Linâ€" colgwood Road, St. John‘s Avenue, and over tile pipe drains in Dell Lape â€" and_ Lincolnwood Road to the extent necâ€" â€" essary to bring the fill up to established subâ€" grade; the surplus exâ€" cavated _ roadway _ and curb material shall be removed from the site of the improvement; all exâ€" cavation measured in the + cut; including all gradâ€" ing,{tam'.ping and flushâ€" ing, at Eightyâ€"five Cents (85¢c) per cubic YArQ ... .2222222220.........$ 15,300,00 No. 2â€"4,500 cubic yards of excavation _ for _ parkâ€" ways, including clearing, grubbing of gmsh and. > trees, six (6) inches in diameter or less, hand raking and removing of all surplus _ excavated material, measured _ in * the cut at Eightyâ€"five Cents (85¢) per cubic Y@PG ...z 3,825.00 No. 3â€"991 cubic yards of excavation for culverts and retaining walls inâ€" cluding all _ shoring, pumping, drains, backâ€" filling, _ grading and smoothing, and removal or _ surplus _ materials, measured in the cut at One Dollar and Seventyâ€" five Cents ($1.75) per eubic yard .........c2lll22l2. _ 1,784.25 No. 4â€"32,000 square yards of Portland cement conâ€" crete pavement _ (the square yard â€" measured _ . from back to back of curbs, except in Lincolnâ€" wood Road, where it is measured between roadâ€" way edges of the comâ€" * bined curb and gutter) eight (8) inches thick. Said pavement shall be composed by volume of one (1) part Portland cement two (2) parts sand, and three and oneâ€" _ _ half (3%4) parts gravel or crushed wtone, mixed with sufficient water to make a quaking mass. Said pavement shall be reinforced with fortyâ€" two (42) pounds effective steel wire fabric to each one hundred (100) square feet of pavement; t(Lree- eighths (% ) jinch asphalâ€" tic felt transverse exâ€" pansion joints shall be , constructed normal to the center line of the pavement, and ;paced thirty (30) feet apart, extending from the botâ€" tom of the pavement to :oneâ€"half (%4) inch above the top of said paveâ€" 1 ment, and from face to face of integral curbs, and to roadway edges of . combined curb and gutâ€" ter. Said _ expansion joints shall be provided * with threeâ€"quarter (%) inch smooth, round steel bars, two (2) feet long, spaced [‘two (2) feet apart, imbedded in the concrete and extending 1 sixteen (16) inches into the concrete on one side of the joint, and the reâ€" maining shorter portion ' of said steel bars, beâ€" fore imbedded in the concréte on the other sidé of the joint, shall be coated with cup grease and inserted in a one (1) ? inch in diameter wrought iron or tin pipe ten (10) inches long, one (1) end i of which shall be closed with a cork in such a manner as to keep the . <-9(r;crete out and pro; vide an open space & least one (1) inch in â€" j length in which the bar may slide: â€"A longitudiâ€" NOTICE OF AWARDING CONâ€" |__ DEMPSEYâ€"TUV | FIGHT RET tA B 4# â€"Phone ~ Road in said St. John‘s > Avenue, : wh&re there . shall be constructed two : + (2) longitudinal trapeâ€" â€"zoidal joints dividing the pavement from face to _face of curbs i'thhree (38) equal parts. e face of the concrete pa\'glcnent' on one side of the joint shall be painted with bituminous cement beâ€" fore the concrete paveâ€" ment on .the other side is laid. Said‘ longitudiâ€" nal jointa shall be proâ€" vided with five-eiggths (%) inch round .deâ€" formed steel bars four‘ (4) feet in length; the center of said bars shall be spaced five (5) feet apart andâ€" four and oneâ€" _ quarter (4&'.{) inches beâ€" ‘low the surface of said concrete pavement; said bars shall extend two (2) feet into the concrete on â€"each side of said longiâ€" tudinal joint; the metal place shall be omitted in said St. John‘s Avenue «from said Lincolnwood Road south to said Counâ€" ty Line Road; including curing by the use of‘ twoâ€"and oneâ€"half (2%) pounds calcium chloride ‘per square yard of conâ€" crete, protécting, and cleaning the pavement; laid complete at‘ Two Dollars and Sixtyâ€"five Cents ($2.65) per square YAPO : .111 cc00veseepecoecereerpatfitgecers No. 5â€"18,800 lineal feet of . Portland _ cement _ conâ€" crete curb built inteâ€" gral with the concrete pavement, and on top of said _ pavement. The width of the curb three (3) inches below the top of said curb shall be six (6) inches, the height of said curb above the surâ€" face of the pavement, shall be six (6) inches, and the exposed edges shall be rounded. The back of said curb shall be flush with the back "edge of the: pavement. The concrete for the body portion: of _ said curb shall be! composed by volume of one (1) part â€" Portland cement, two (2) parts sand, and three and oneâ€"half (3%) < parts of gravel or crushâ€" ed stone. â€" The mortar for the exposed surface . to a depth of oneâ€"half (‘4) inch, shall be comâ€" ‘posed by volume of one (1) part Portland .ceâ€" ment and two (2) parts sand. â€" Both mortar and concrete sha]Tbe mixed | with sufficient water to make a quaking mass. There shall be constructâ€" ed threeâ€"eighths (% ) inch _ open joints through the entire width of said curb, extending from the top of said curb to the botâ€" tom of: the| pavement,. spaced thirty: ©(30) feet . apart _ and |‘continuous |\ with _ the _ transverse \ joints in the pavement; ; constructed complete at Thirty Cents: (30¢c) per " lineal foot .l .000 No. 6â€"1,680 lineal feet of ‘ Portland cemént concrete / ecurb built int{egral with ~ _ the concrete} pavement, + and on top o%said paveâ€" .' ment; the width of said . curb three (3) inches beâ€" /. low the:top of said curb | shall be‘eight (8) inches. ‘ The height of said curb |‘ _ above the surface of the _ concrete pavement #hall _ be six (6) inches, and . _ the exposed edges shall ‘_be rounded. The back of said curbs shall be flush with the :back edge of the pavement. The conâ€" crete for the body portion of said curb shall be composed by volume of one (1) part Portland cement, two, (2) ‘parts sand, and three and oneâ€" half (3%4) parts gravel or crushed stone. The mortar for the exposed | surface to a denth of _ oneâ€"half ( %d) binc 1sl\all be composed by volume of one ff)' part Portland 1 â€" cement and two (2) parts sand. Both imortar and . concrete _ shall be. mixed ]| with sufficient water to make a ?\wking mass. 1 â€" There shall be constructâ€" ed threeâ€"eighths (%) shaped : joint‘ shall be constructed al::: the center line of) and from end of said pavement by the installation of a sixâ€" teen (16) gauge metal (iron) plate seven and (iron) plate en and oneâ€"half (7‘%) . inches wide after being pressed into shape, extept in St. John‘s &zenne, from Lincolnw Road south to Pierce Road, where there shall be| constructâ€" nal trapezoidal _ joints dividing the | pavement from .face to face of curbs in four) (4) equal parts, and from Pierce ed three (3)) longitudiâ€" to Cofpnty Line t 84,&60.00 W 19 0.00 No. 7â€"4,350 lineal feet of exposed _ surface ito depth of one (1) Tich shall be of mortar comâ€" posed by volume of one (1) part Portland ceâ€" ment and two (2) parts sand. Both mortar and concrete shall be mixed with sufficient water ito make a ‘quaking mass. The overall heliht of curb and gutter shall be fourteen (14) â€" inches, measured at the back of said curbs. The width of said curb three (3) ‘inches below the top. of said curb shall be six (6) inches. â€" The total width of said combined foot Portland _« crete combi Road. The body esorti‘ of said combined . cu and gutter â€" shall composed by volume one | (tl) tp"rt (zl;ortlan"d cement, two sand, and three nndp:;: half (3%) parts gravel or crushed: stone.‘ The rtland . ¢ement | con ete combined curb an tter in | Lincolnwoo (Continued on page 6) ae esn nan sn6n ue 90e anun ce nnine « One and Two Piece Jersey Frocks â€"â€"$16.95 Presenting the Lovely, colorful, enticing! Fashions to set the heart athrill. Modes of great interest to femininekind. Now as the Fall season opens we present many exâ€" clusive creations for your selection. fi!{’ p iÂ¥ (TTs 0C t _ The jersey of which these dresses are made is of the nonâ€"sag quality. . 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