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inch layer of oneâ€"quarâ€" ter (‘4) inch gravel; laid complete at Three Dollars _ |($3.00) per ‘_ square yard ..............."0..« No. 9â€"40 new catch basins of concrete, 1â€"2â€"4 r‘imxx, inside diameter four (4) foot walls and bottom eight (8) inch overall, depth of concrete seven (7) feet, eight (8) inchâ€" es, trap, five hundred forty (540) pound cast iron â€" covers, _ diameter perforated lid twentyâ€" two and threeâ€"fourths (22% ) © inches, â€" height nine {9) inches, includâ€" ing all excavation, sand back filling, flushing, reâ€" moval of surplus materâ€" ials, complete at Eighty Dollars (SQfOO) each...... No. 10â€"85 new combined cateh basin manholes of concrete, mix 1â€"2â€"4, inâ€" â€" side diameter four (4) feet, walls and bottom eight (8) inches, averâ€" age depth of concrete nine and oneâ€"half (9%) feet below curb, with five hundred and forty (540) pound cast iron, perforâ€" ated cover, diameter of lid _ twentyâ€"twa and three-fotrths (22% ) inches, height nine (9) inches, including _ all excavation, â€" sand â€" back filling, flushing, removal of â€" surplus _ materials, complete, at One Hunâ€" dred Dollars ($100.00) C o No. 11â€"3 new Portland ceâ€" ment concrete drop inâ€" lets to be constructed inâ€" tegral with the herein proposed . concrete culâ€" verts in Brownville Road and Lincolnwood Road. The concrete shall be composed by volume of one (}) part Portland cement, two (2) parts sand, and four (4) parts gravel or crushed stone, mixed with sufficient waâ€" ter to make a quaking mass; inside diameter four (4) feet, average depth of ¢oncrete of said inlets, below tofp of curb, eleven (11) feet, side walls eight (8) inches thick. Eich drop inlet shall be furnished with a cast iron cover conâ€" sisting of a frame weighâ€" ing three hundred ninety (390) eXotmds. and a perâ€" forated lid weighing one hundred _ fifty (150) pounds, diameter of lid twentyâ€"two and threeâ€" quarter (22%) inches, heig:t of frame nine (9) inches, average thickness of metal in cover one and oneâ€"half (1%) inchâ€" es; including all excavatâ€" ing, filling and flushing around the drop inlets with sand, and removal‘ of all surplus etcaâ€" vated materials, â€" conâ€" structed complete, and covers set to grade at One Hundred Forty Dolâ€" lars ($140.00) each ........ No. 12â€"1 special concrete manhole constructed ovâ€" er existing twentyâ€"four (24) inch cast iron pipe in North Ravine in Lakeâ€" side Place. Inside diamâ€" , eter three (3) feet, walls and bottom eight (8) inches. The concrete shall be composed by volume of one (1) part Portland â€" cement, two g; parts sand, ‘:21 four parts . gra or crushed . stone, mixed with sufficient water to PAGE SIX One end of said bars shall extend eleven (11) inches into the paveâ€" ment side of the joint, and the other end into the gutter on the other side of the joint. Said combined curb and gutâ€" ter éhall be cut into blocks five (5) feet in tength, with threeâ€"cighths (&% ) inch open expanâ€" sion joints _ extending from top to bottom of said combined curb and gutter, _ spaced â€" thirty (30) feet apart, and continuous with the transverse joints in the concrete pavement. Conâ€" structed _ complete _ at Ninety Cents (90c) per Hngal fOOL c:ssmssssurcmcmes No. 8â€"300 square yards of bituminous binder macâ€" adam pavement for pavement connections and adjustment in County Line Road at St. John‘s and Lakeside Place. â€" Said pavement shall be twelve (12) inchâ€" es thick, bonded with four (4) gallons of tarâ€" via, or its equal, per :‘gua:-g yard; top dressâ€" th oneâ€"half (%4) curb and gutter, measâ€" ured at the base of said combined curb and fut- ter, shall be t'cm' our (24) inches, the thickness of the gutter shall _be ""’.LS“’ inchâ€" es. The vertical face of said combinea eurb and gutter, shall ba)zlrovided, with a trapezoi j‘(;lnt.. and painted with bituâ€" minous cement before the concrete pavement is laid. Said joint shall be provided _ with â€" threeâ€" auuter (%) inch round eformed _ steel bars eighteen (18) _ inches long, spaced five (5) feet apart, placed through the joint and imbedded in the concrete four" and oneâ€"half (4%) inches below the surface. Continued from page three nreenetretâ€"amrm t rtion â€" of 8,500.00 3,915.00 3,200.00 420.00 ?iete at Ninety Dollars $99.00) each .................... No, 13â€"50 lineal feet of six (6) inch drain; averâ€" ige depth four (4) feet six (6) inches, sand back plete at One _ Dollar ($1.00) per lineal foot.... No, 14â€"795 lineal feet eight (8) inch drain, avâ€" erage depth six (6) feet six (6) inches, sand back fill, joints 1â€"2 mix, reâ€" movalâ€"of surplus materâ€" igrls, flushing laid comâ€" lete at One Dollar and ixty Cents ($1.60) per lineal fo00t ... 22. No, 15â€"407 lineal feet ten SIO) inch drain, average .depth six (6) feet, six (6) inches, sand back fill joints 1â€"2 mix, reâ€" _moval of surplus materâ€" lals, flushing, laid comâ€" lete at One Dollar and f:ighty Cents ($1.80) per ineal foot‘ ............c.l0 No, 16â€"269 lineal feet twelve (12) inch drain, verage depth six feet, 6), six‘ (6) inches, sand ck fill, joints 1â€"2 mix, removal of sux-'rlus maâ€" terials flushing laid comâ€" plete at One Dollar and inety Cents ($1.90) per 1ineal foot ............... No, 17â€"46 lineal feet fifâ€" ‘&en (15) inch double itrength <drain, average %:pth six _ (6) . feet, pints 1â€"2 mix, sand back When the Gagiffompany heats a home, _ that family is alfle to say "our heating . plant needs no whore care or operation _ than a pup can gie it." | All, joints 1â€"2 mix, reâ€" moval of surplus materâ€" inQ’ls, flushing, laid comâ€" ete at One Dollar 9A CCCE » hasâ€"sbdl |"Â¥vcnty-!'alr (24) ch cast iron pipe, proâ€" ding ogenin‘ for a ten 0) inch cast Elron outâ€" t pipe, backfilling and moval "of all surplus cavated materials and e piece of : pipe cut n manholé Cr Conâ€" ting of a franje weighâ€" _ Let our Hou eating déparment tell you about Gas Hehiting for your home! The absolute figedom from all heating nuisances, whichf{gas fuel provides, is available to custofmiers of the North Shore Gas Company at Wlcost that is well within reach of most ho#ie owners.! THE PUP‘S m)UR FURNACE MAN North Shord! Gas Company .!‘fPHONE HIG LAND PARK 194 > e alainisores JUST BELEPHONE 00 10 MJ e e t ROOR : â€"ice c inh ineenirrentnbentiprchent No. 18â€"25 lineal feet cigh teen (18) â€"inch doubl (6) inches, sand back fill, joints 1â€"2 mix, reâ€" . moval of surplus materâ€" ials, flushing laid ‘comâ€" gletey at Two Dollars and ortyâ€"nine Cents (32.43) per lineal foot .................. No. 19â€"19 lineal feet of . twentyâ€"four (24) | inch double strenfith drain, ‘average |deépt six (6) feet, nd back _ fill, . Joints 1â€"2 mix, removal of _ s us _ materials, flushing laid comgzlgte at Two Dollars and Eightyâ€" five Cents ($2.85) per lineal foot ....................... No. 20â€"7,720 lineal feet six (6) inch drain, average depth three (3) | feet, ‘six (6) inches, | open joints, with earth back fill, removal of surplus materials, flushing laid complete at Seventyâ€"five _ Cents (75¢c) per {lineal _ foot PÂ¥xeng ie s¢recnnne0 eBes oeth e renth oo No . 21â€"7454 lineal feet eight (8) inch drain, avâ€" erage depth six‘ (6) feet, open joints, earth back fill, removal of surplus materials, flushinql,) laid complete: at One Dollar and Fifteen +/ Cents ($1.15) per lineal foot.... No. 22â€"3,028 lineal feet ten (10) inch drain, average flepth seven (7) feet, opén joints, earth back fill, removal of surâ€" lus materials, flushing, Faid complete at One Dollar |and _ Twenty Cents ($1.20) per: lineal fO0t \......}..llslclllllllcpiillllls. No. 23â€"1/$59 lineal feet twelve (12) inch drain, average flepth seven (7) feet, opgén joints, earth back fill, removal of surâ€" * plus materials, flushing, raid complete at, One Dollar and Fortly Cents ($1.40) per lineal foot ... 20007 7000, . PUpTuup | I0TG complete at Two |Dolâ€" lars and 'Thirtyâ€"fiizht Cents ($2.38)â€" per lineal ) 10â€"â€"£0 UNCAI LCEL nfia- } teen (;8) di:'iwh double :‘ strengt n av depth six (6) feet, six (6) inches, sand (back fill, joints 1â€"2 mix, reâ€" moval of surplus materâ€" ials, flushing laid ‘comâ€" THE HIGHLAND PARK PRESS, HIGHLAND PARK, ILLINOIS Covs f\‘@‘}.d 5,790.00 8,572.10 2,322.60 3,633.60 109.48} removal of surplus maâ€" * ‘ terials, flushing, _ laid complete at One xX -‘andFif:YCcntl(LSO) | per FOOL .:.â€".derscsecs. No. 25â€"145 lineal+ feet eighteen (18) inch douâ€" ble strength drain, avâ€" erage depth six (6) 54.15 No. rlua material, flushing, aid cc::glete at _One Niunt{ Cents ($1.90) gr lineal foot.... No. 26â€"298 lineal~ feet twentyâ€"four (24) inch depth six (6) feet, ope Toleee, sarth back Cmih face i refovet double strength drain, average depth seven (7 feet, open joints, eart back fill, removal of surâ€" plus / materials, flushing, laid ‘ complete at. Two Dollars and Fiftyâ€"five foot Cents ($2.55) per Phone 307 16) removal of surâ€" Copyright 1926 Hagtynsg:hafiner & Marz Values that ought to make &?3.'50 famousâ€"and us, too | Hunt awhere you will, make any test th you will; these suits are "peak" values. Only the great buying and production r sources of Hart Schaffner & Marx coul accomplish it. Grays, tans, bues;;â€" ne styles and sizes for short, tall, heavy me for young men. ~4 Your latest STETSON is here! _ l z»\z,a ids i i"',w PP‘ You Ready For Cold Weather? Glencoe 1300 Phones: 1,425.00 S. FELL CLEANING & & DYEING HART SCHAFFNER & MARX ALL WOOL SUITS â€" THE NEWEST STYLES 275.50 759.90 No. 27â€"â€"34 lineal feet (8) inch cast fron No. 28155 lineal feet ten (10) â€"inch cast iron pipe drain, average depth five per lineal foot .................. No. 29â€"80 lineal feet eighâ€" KRAUSS Your | CLlOITRiGr 13 South St. Jolins Aven IT‘wo Doliars and Fift Cents ($2.50) pclnc& (5) feet, jlead and . jute joints, earth back fill, reâ€" moval of surplus materâ€" }nh, l'e.chh twel?i (lzi; oot length weighing s h u n d r e d elfthty-flvp (685) pounds, laid comâ€" plete at Three Dollars and Ninety Cents ($3.90) teen (18) inch cast iron pipe â€" drain, _ average depth five (5) feet, lead and jute joints , earth 1215 ,Washil;gton Avenue bo p o s [‘ Wilmette 3 Wilmette, Illinois ._\Greenleaf / .50 ing (8) Aike (Continugd on page 7). _ | lof 2 16, 1926 U #45 a