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1+ 14 & 14 t 8 1% PAGE FOURTEEN E l Telephone Shop H, P. 1404 kKes, H. P. 439; 1342 l g, immllflflmfllllllfllllllmlllllIIIIIIIIIIIIIIIIHII!IIIIIIIIlfi | J. A. MINES, Embalmer J.; J. MINES, Embalmer Expert Demiâ€"Surgeons YOUR PATRONAGE I8 RESPECTFULLY SOL!C!'!'ED MODERN PLUMBING AND HEATING Estimates Cheerfully Given. Jobbing a Specialty WITTEN BLDG. 360 CENTRAL AVE. Telephone Shop H, P. 1404 Res. H. P. 439; 1342 BOWMAN‘S MILK is rich in certain ele: ments that other foe%ds lack, A quart a day is necessary to balance your diet. Full Food V alue Start todayâ€"at least a quart a day of pure, rich BOWMAN‘S MILK. ; A. W. ZENGELER Bowman Mix Cleaning and Dyeing Office Store and Chapel, 517 Eim Place Office and Residence, 834 N. St. Johns Ave. Highland Park, Illinois MORAN BROTHERS HHH J. J. MINES & SON mm marneni 384 East Central Avenue _ Telephone H. P. 1868 announces the opening of a F4 FUNERAL DIRECTORS Established 1890 SM Sm S S Telephone H. P. 782â€"M Telephone H. P. 1408 Lady Assistant ie e 1 effl"eéent catchâ€"basin adjustâ€" to finished grade where 3; cated, and provided with n cast iron manhole cover with perforated llild' w:gf)l;ing,foar â€"‘ hyndred eig rbun C nserage _'thign(bss j'tnetai! one and â€" oneâ€"fourth (1%)1 _ inches, set cot;ob ete at Twenâ€" â€"_â€"‘ty Dolarsa ($ 0J Mc 300 square feet ‘of ‘concrete |_ gidewalk> approaches ‘gdjustâ€" â€" ed .to. finished" grade ‘whére . located, at. Thirty® Cents Notite is heely qifen in l gor. otice is hereby giyen to al > sons interested, t?ut bI«:s for the ’:;6 nishing: of all labor, tools and materâ€" ials, netessary forâ€"the improvement of Dean‘ avenue from Roger Williams Avenue to; St. Johns Avenue, were opened on the, 18th day of January, A. D. 192%4, and theâ€"E. A. Meyer Conâ€" struction" Co kbéi'lsll““ lowest ‘reâ€" sponsible bidder, the contract â€" was awaurded to the said E. A. Meyer Conâ€" struction Co. on the.25th day of Janâ€" vary, A.D, 1984, : > t f [ a5.l) 0C Said bid for the work is as follows: 450 cubic yards of grading, inâ€" | â€" cluding the preparation of subâ€"gradd,. and removal of: . â€" *__all surplus exeavated materâ€"|~~ _ :~â€" fals, the gr;diniand smoothâ€" . | _ ing of the parkways, grubâ€" || ; bing, measured in ti:e caty ol}â€"> i« »~at. One: Dollar ($1.00) per|__._ _ § (‘llbm Yard | .4. .k) .cou .. “....MSO.QO 900 square yards paving, conâ€" sisting of an asphaltic macaâ€" dam wearing gurface, two °~ and oneâ€"half (23;) inches «in s thickness with two and oneâ€" ; 3 h‘hjf (24),gallons of hsphalte .. ~ | â€"‘i¢" cement® for each square .> . ., / +yard of pavement, laid on ali ‘~‘| concreté~ .base : eight (8) °.:; inches thickâ€"at the center~ _ line and #ix (6) inches, thick _ at the face of the curb. Said . . : , .: concréte base _ shall be comâ€" 10 + ~~ posed by . volume of one, (1) # i~ part Portland cement, two â€" |â€"| (2) parts sand, andâ€"four (4) a) parts â€" gravel. .dr <Aérushed . * _ stone,‘ mixed with sufficient ‘ | \._ water, laid comLPlete t Three: â€" * <| ‘.â€" DoHlars, Ten: Centsâ€">($3.10)" â€" ; | ~per square yard ./. .52790.00[ 750 lineal feet of} integral. curb, | av@rageiwid{h six (6) inches, | _ thirteon and oneâ€"half (13%) | ~ _ inches in‘ height,‘;the. botâ€" â€" | | _ tom of said curb shall be ; | | <â€"~/ flush with the bottomâ€"sof the. | ‘| | concrete bage of" payement. | | ‘The body concrete shallâ€"be . | composed bg volume of one . > l ' (1)â€" part Portland cement, | two (2) parts sand, and four | _ | (4) parts gravel or emushed | .â€"â€" stone, mixed with‘ sufficient <_ | ‘/ water. The expoged surface (~ _ | to a depth of one (1) inch / . | shall be composed by volume of aone (1). part Portland ceâ€" ; } ment, two.. (2) parts, sand, ) i * mixed with sufficient water. . _ «/ : â€"Said curb shall be laid‘integâ€" , | ral with the concrete base, § laid complete at Fifty Cents : ©($.50) per lineal foot .......$375.00 255 linceal feet of eight (8) inch | _ internal â€" diameter, vitrified [ !_â€" saltâ€"glazed, hub and spigot | °_ tile pipe sewer laid_ at an } average depth of five (g)_ | feet, trenches backfilled with | ‘‘ earth and a core wall pf |© | cinders six (6) inches "in . . thickness, extending from the | . pipe to the surface of the | ‘ ground, including trenching, i laid;complete at One Dollar Fort{-flve‘Cents ($1.45) per | fineal foot ..:.....:.. ............. §809.:756 | 350 lineal feet of six (6) inch } internal â€" diameter . vitrified, | saltâ€"glazed,. ‘hub and spigot ‘ .â€" tile pipe sewer laid at an aveâ€" | _ rage Septh of five (5) feet, | trenches backfilled with earth | and a core wall of einders six | (6) inches in thicknessy exâ€" +>| tending from the pipe to the [ , â€" surface of the ground, includâ€" ; | ing trenching laid complete > | at One Dollar Four Cents: * ($1.04) per lingal foot..,.....$364.00 | + 4> new brick masonry catchâ€"" | basins, four (4) feet internal | diameter, â€" height jof . brick Jael work over all se‘ver{‘(7) feet, i side walls eight ({8) inches l thick, bottom six (6) inches E thick. The brick shall be laid | in mortar eomposed by volâ€" | ume of dne (1)‘part Portland < °/ <>| + cement, two (2) Parts Sand, . ~| mixed with sufficient water, \ with _ cast â€" iron catchâ€"basin ' covers weighing three hunâ€" | dred fifty (350) pounds each, | with â€" adjustable back and | | | with horizontal grates eighâ€" | teen (18) inches by twentyâ€" | two . (22) â€"inches, â€" average | thickness of metal <one and | oneâ€"fourth (1% ) |inches, inâ€" | cluding all excavation, conâ€" = structed. complete at Eighty Dollars ($80.00) each :.......$320.00 1‘new brick masonry manhole, . | four (4) feet internal diameâ€"> ter, height of brick work over all five (5) feet, side walls NOTICE OF AWARDING CONâ€" 1‘ new brick masonry manhole, four (4) feet internal diameâ€" ter, height of brick work over all five (5) feet, side walls eight (8) inches thick, bottom six (6)~ inches, the brick shall be.laid in mortar comâ€" posed by volume of one (1) part Portland* cement, two (2) parts sand, mixed with sufficient water, with cast ‘iron manhole cover weighing four hundred eighty : (480) ‘pounds, average thickness of metal one‘‘and oneâ€"fourth (1%4) inches, including all excavation, constructed comâ€" pléte < at Eighty Dollars €$8D0:00) .* L N.NN L nnnislnecnnrnpalf 1 inlet consisting of a conâ€" crete base thirty (80) inches square and an average thickâ€" ness of one (1) foot. The concreté composed â€" . â€" by viAlume of one (1) part Portâ€" ~lind cement, two (2) jparts sand and four.(4) partsigravâ€" el‘ or crushed stone, mixed with sufficient water. . Upon gaid concrete base shall be ket the present catchâ€"basin kover now located on the ‘catchâ€"basin at the southwest corner of Judson Avenue and Roger Williams Avenue, inâ€" cluding‘ ten _(10) â€" feet "of eight (8) inch tile pipe conâ€" nection to rresent catchâ€"baâ€" sin â€" .complete at ; Fifteen Dollars ($15.00);..,...............$ THE HIGHLAND PARK PRESS, HIGHLAND PARK, ILLINOIS v brick m ‘ (4) feet height of five (5) $20.00 $15.00 $80.00 | |‘.)." ~*JFO8SERH B CARD,| â€" 4 2. LYLg '.GO%R&Y, Al ‘Board of Local Improvements of the |"â€" City of Hifihhn!l’ark. Ill?il. . Dated at Highland |Park, Tllinois, | %};‘;fl) 25th day of Japuary, A. D. 1924, { {49}, ... s o se s t nyl h L d erage depth of six (6) feet, _ including .‘ all ; ; tn;ne‘:inq, b‘,ckfln?z, theitrench ; with ; Acore wall" of cinders ~four }; ~44) inches thic the ‘‘reâ€" > mainder of the trench to be , backfilled . :fifi earth;â€" ‘the: °. | ~~ drain, pipe shall be. covered . > before backfilled ‘"Eh four § "flf feet, jncluding all muh, 4 . and around, the pipe, â€" re.)*>*, moval of suxglhb Jexeufltag' i ‘.â€"â€" materials, laid complete at)," â€"One D(;f‘llax:, 5) Seventyâ€"Five ¢~ > ‘\Cé & per l(n;a t ;fl\f&‘-h ...l...._....'.-....:..'.-........;7,au, io,”{‘ 500 lineal feet. of twelve (18) ; 7| inch inyide-dhmgterv;fflga. ni "ad ~be c6veretll before backâ€"fillâ€" ing with four (¢) inches of ; c}iln'de‘rs abo(\;e und.in;'ound : . the pipe, and remova surâ€" plus excavated mw\d i s,é:i_d con}lplet% at O?f;‘ls);llq. ‘lor- tyâ€"five Cents (1, per linâ€" ‘ eal foot n.m 620-/1ir_|§,nl fz_et oft ten miiz nk'fif _ inside diameter, â€" v d, nl‘t»glut;ir,' fl%m spigot tile pipe frain, Iaid at an avâ€" ' gomplete at Three Dollars \_ Six Cents ($3.06) per square 7516 sauare yards‘éf parkways | . leveled _ and nd*~ raked, \ and â€" rubbish removed, ; at Five Cents ($.05) per;square ysivd: ..........2..... .0A s l in inss ki 1484 lineal feet of eight (8) \ inch,‘ inside diameter, vitriâ€" fied, â€" saltâ€"glazed, hu‘b and spigot tile pipe drain, laid at an average de of five and _ oneâ€"half (5%) feet, including all trenching, backâ€"filling the ‘trench with a core mmdf cinders \four A%‘) inches : thick, the remainder of theé trench to ‘be backfilled witk Total amount of bid!.......,..... $5098.75 . \The owner# of a majority of: the frontage of the ;fit: ldnd upon said streets, where id work is to be done, may, within ten d:';-, of the date hered%.glect ‘5& take said work and enter in ll vritten: contract to ‘do said work at ten per centum less than the price at which the same has been awardedo o4. y pyaearhig * +. SAMUEEL M. HASTINGS, : \\\of, |FRANK L_CHENEY, â€" /_ (pRED.A. PRESTON, _ _ and | reinforced with / eight. : ru‘gdi'ed seventy (8'1%)‘ po“gnd,s of reinforcing ‘steel, includ« . ing albextavation, constrnctâ€" ; glwcompleu at Two Hundred } Wotal amount ‘of Hid inoaflye y $DOk NQTICE OF »A\\fAHil’lNG CONâ€"| ; it 5 yTRAKCT :i : J Af «Notite is ‘hereby\‘lgiveh to,all'-*gef- sons interested, that bids for the furâ€" nishing of all labor, tools and materâ€" ials necessary for the. comltm:flo‘ n of a reinforced‘ concrete pavement in Glencoe, Avenue from Lincoln Avenue to ‘freen . Ba'fi *Road, and in Gray Avenue| from. Ridgewood _ Drive: â€"to Glencoe Avenue, were opened on‘ the 18th day of January, A. D. 1924, and the E.. A. Meyer Construction Comâ€" ‘gsny.. being . the| Jowest «responsible idder, the contract was awarded to the said , E. A, Hfi‘yer Construction Company on the 25th day of Jannary, a. D; 1994. °/ ~~. : t ) , Baid hid for the work is as follows: 3338 cubic yards of excavation. * of rigadway and parkway (measured. in the cut), inâ€" cluding the grading,. rollinig, and preparation of the :subâ€"< ; â€"grade to receive the paveâ€" ; , ment, the removal of all surâ€" | plus excavated materials, not â€" including drain and catchâ€"baâ€" |. _ . sin excavation and the grubâ€" _ bing and> removal of all â€" shrubs, within the lin¢s of the + _ propéesed pavement, com&!ete $ at One Dollar | Ten nts ($1.10) per cuble yard ....$3665.20 5070 square. yards$ {measured | back to back cof ~integral . curbs), of ‘one course rein,: § ‘ forted concrete pavement wlih x integral â€" curbs} minforqet@ with forty (40) gounds of efâ€" °_ fective steel fabric per .one hundred (100) square feet of |~ . pavement; with threeâ€"cights 1 â€" (%) inch qghaltic felt exâ€" pansion joints‘ spaced thirty . (30) feet apart and extending. . |â€"« . * from |top | to â€" bottom‘ of s 10 wi t pavement; ! with _ a , corâ€" j rugated ribeeid;zhtecn'l (t18) j gauge pai . metal . s ‘ six and oneâ€"half (6%)"incl:ehs’ wide extending along the cenâ€" ter line. of . | the proposed pavement, from end to end, and being provided with holes . t}:rou;zh the: center for| fiveâ€" i eighthsâ€"(%) inch round bars, | which shall be five (5) feet < in length and spaced ten (10) ( â€"; fefit cen::jr 1}0‘ cednf,er from â€"â€" end to end of sai pmfosed Envement; the pavement shall ave 3 uniform: thickness of j seven}fl inches; the integral â€" curbs |shall extend five (5) . inches above the top surface .‘ of the adjoining pavement, â€". and shall have an. average thigkness of ‘six (6) inches, , {and the combined; height of| curb and pavement shall be\ twelve (12) inches. The conâ€"‘ creté for ‘the pavement ;ri j the body â€" of:. the| integral :: | > curbs shall be composed (by .. ~ volume of one (1) part Portâ€" land cement, two (2) parts _ _sand, , and threé (3) {parts . _ gravei or crughed stone. The § exrosed surface of the integâ€" ral curbs, to a thicknessof : ~ oneâ€"half (%) i'ich' shall be ; composed by volume of..one (1) part Portland cement . and . two (2) parts tqrfiedo‘ tgf ‘ _ sand. _ All concrete ghall be ; mixed ~with sufficient water, ‘- ** (8.30) per square foot trench: to be backfilled witk earth; the. drain ‘pipe x_'.u $15514.20 $2079â€"30 $375.80 $220.00 on «all instailments from ‘and fftet * date of issue of first | voucher.! All J'persops desivting may file objo‘ficns in‘said court befbre said: day and may. appear on the hearing and make their Officer appointed to make said assessâ€" Dated at Highland Park, 111. January 31wA.. D. 1924. °_ <|[ . . Said/assessment i in (7) :Mv;tmb:a t the rate of six (6) per centum per annum ary A. D. 1924 or as tm' thereafter mas the business. of the court will perâ€" City Clezk of said city and having applied to| thé County Court of Lake county\tj'x‘ an Assessment of the costs of .said,l improvement| according to ‘benefits, .:§p an assessment thereof having been made and returned to said court, the final hearing thereon will be had on the 15th day of Februâ€" \mfwalumn‘ constructed of . * m masonry hard | burned + ~com d by volume|of one ‘(1) part Portland cement and â€" _‘ three “13}%« mixed : * awith ‘gufficient w i * CA dhmn‘er three: and â€" 01 : % \(8%4rfeet, side walls eight i t o / taome i in ; . _â€" depth six and threeâ€"quarter | (6'73"%3””‘ estabâ€" . lish where located,; . Including all ‘excavation and | |dispesal . of all :q us ex~â€" | cayated materials, fur«: : nished vnmq eight (8) inch .. inside, diameter vitrified tile . pipe én‘%zfiand a four hunâ€" dred> (400) pound asphaltic coated cast iron catdh basin cover,. constructed complete at Ninety Dollars ($90.00) each â€" 1 ty erast h $1170.00 2 aA:l'e‘sel'\t catchâ€"basink to. be" justed _ by tenrix# down : _ or| building up! the |present _ _brick masonry and e&ch proâ€" .\ vided‘ with a new a {:h&ltic â€" coated cast jron mankole covâ€" erJiveighing four ndred ~â€" _ .eighty (480) pounds, set to > ($5.00) gach .........:}.;.l.â€" 1 125 square feet of new gidewalk to adjust present ncrete walk approaches n:u;incoln Avenue, â€" Said eone walk shall bcefive (5) . feet > in width, average thickness four and oneâ€"half < (4%)| inches, built of concrete composed by volume of one (1) . part Portland ; cement, two (2) parts sand, and four|(4) parts gravel or, crushed mn'e, exâ€" cept the @_ofi oneâ€"half ~(%) inch which shall be dompaed by volume of one [1) phart ‘â€" Portland cement and twoil(2 parts torpedo ‘sand, @ll mixed with sufficient water, and laid} , on a bed of éinders or sand> _ having an lveraémepth of ; gix (§) inches, coniplete at Thirty : Cents ($.30) per Bquare foot *..;:..:.â€"..4..........».. Aif 412 square yards of six (6) inch macadam base with two (2) ._ inch\~ bituminous _ macadam wearing surface for adjustâ€" . ment at connection to presént â€"._ pavements at‘ One Doliar Sixtyâ€"fiveâ€" Cergs {$1.65) per square yard ............!........: .007 Adjusting ~turbing at Lincoln Avenue, Ridgewdod _ Drive, and Green Bay Road. Fifty Dollars â€" ($50.00) .;.....:..........$$ 01 the new griade of thei veâ€" ment:Ycomplete at f’gl?:ty Dollars| ($20.00) each .........$4 3 present sanitary ma es to â€" be ;flmted by tearing down or building up the | present brick> masonry â€" sufh 'ent to bring covers to gradg of new ‘imprévement, at Fivé [Dollars | at . an: average depth of four ;«),f;fi, iuf:dipcm < â€"ing, kfilfl the : trench with earth, all surplus maâ€" terials removed, laid at One § â€"Dollar Eizhty-l?‘ive | Cents ($1:85) per lineal foot .......$925.00 dociee midiney, iick iid with â€"â€" Iumlnud by volume of one!{1) part Portland cement .. ‘und three (3) parts sand, ; Q o U C J O q200E 001 MR ICCE E;i:::* with sufficient water, $ walls eight ~©(8) | inches ick; bottom six (6)) inches ‘thick; inside depth t (8) eet â€" below ‘the established rsradefwhere located,| insgide ‘diameter two (2) fee includâ€" ing @ll excavation, ished with‘ an eight (8) inc inside diameter vitrified, t gtpe outlet, and\ a : four. Bundred (400) pound asphaltic coated cast iron inlet cover, conâ€" T sns ntdet rdpath;" foid structed complete at| Sixtyâ€" es Putlary uie at) | o ooo a We 4 FRED $CHAEFER Fike of four $679.80 49â€"50 | $50.00 $40.00 $15.00 $37.50 ‘CLEANERS AND DYERS f(fEnarry) P o OAK TERRACE â€" LAUNDRY KIDS THURSDAY, :JANUARY Claimed â€" that President 1 willâ€"make congress bend, and Certainly have to do so, to ad the spanking that that body ; To Sing A Son6 OF | . HAPPINESS â€"â€"â€"â€"_ N . *YouL. SEND YGuR _‘ u Vâ€".ASH To us wE Cued") ) _ PURE BRED JERSEYS Awning Needs Radio OUB wet wash system Of taking care of the family wash ‘bas brought I-nfla into many a household in this community. The fact that we ‘ ‘do our work thoroughly well ‘and charge such a moderat® um for our services H cause you at once to inndi:; \gate our plan. .. 60 N. First 8t. Carpenter and _ Tel. 410 Slip covers, new m-fi bevel plate or . celluloid auto trimmings $3 J. M. BIL H A RZ ELECTRIC COMPANY J. SMITH Phone 792â€"W H. G. GALLAS & CO. Licensed Klectrical Cofi-ru*' 414 McDanicls Avenne ~. |_ Save money by placing yfl" order now for 'youl? 4 Outfits, Parts, . Installed, Adjusted, _ This includes â€" fiat plece® ironed. j * <ol For information call High land. Park 87. _ . o 55 South St. Johns Ave. . Phone Highland Park 11§ Wet Wash, 20 Ibs. $1.00 Rough Dry, Ib. ___11¢ North Room Larson‘s We mlupnmenite General. 4 600 Central Avenue . HIGHLAND PARK "We Fool the Sun" 2814 Lincoln â€"Avenue _ Phone Buckingham .0903 CHICAGO J U‘N K 32 8. 'Flrst Street Telephone 493 Telephone 757â€"W Highland Park, IIl. Dealer in 0 Highlend Park, Register of Merit 14 Established 1913 RAVINE Y waAs ©C of lun the to ] Ja our of t dire that pl tion er‘s tion nect tor pass mot prof tion d. char not fri givel ning, and Mor Ale Iy 3 W v ter Mno talk that bett and TH tion any vebhi who such i fair ing, plen Roefr ride. Cl ger, you stru fu play pay NoT 69