Illinois News Index

Highland Park Press, 28 Aug 1924, p. 5

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ays | his the is PJYâ€" TYâ€" Treas, orth‘ of re ST 28, ds it # The Higbland Park Press THURSDAY, AUGUST 28, 1924 Published weekly by The Udel] Printing Co, at Highland Park, Lake County | A BC AROMETER | _â€"|} | _ _ The general |upheaval in production, as well as in prices of wheat, corm and pther farm product not ;\1 help the farmer directly, but will add to the general erit ofk:g‘ country. All lines of busi will be stimulated. Rer‘ he é‘}est asset will be the increased economic morale that all of us need in these times ‘of econo! uncertainty. |Agriculture p bablf is a more accurate baroméater of business conditigns than steel. We could come nearer living without nails than 'tboutuiqood. §] The baffling question as to who is‘ to ‘gay for radio broadâ€" casting is being |solved in Staten Island, N. Y., where for the last 18 months an engineering staff has b developing the "wired radio" inventions of Major General Geprge O. Squier.â€" __ â€" Apparatus has already been tger(ec ted by which two different radio programs |éan be transmitted ovéert the lighting wires from the Staten Is generating station, ‘ d within a short time equipment for transmitting three proj ml‘s ill be completed. Tentative plans for Wired Radio, In a North American Co., subsidiary which is doing the development work call for the eventâ€" wal establishment of a nationâ€"wide E ed " service. This service will congist of three continuous pro s from studios in New York, and a Pacific coast city which will be sent over trunk wires tb central generating stations in all parts of the country. service will copsist of three continuous pro s from studios in New York, and a Pacific coast city which will be sent over trunk wires tb central generating stations in all parts of the country. From the central stations thege national programs, supplementâ€" ed by local programs, be transmi to subscribers via the lighting lines. | Each s riber will provided, at a monthly rental of $2, with a small tuning device that is plugged into any convenient lam %socket.;Becat:‘efa percentage of the monthâ€" ly rental receipts can be devoted to paying for talent, the expectaâ€" tions are that wired radio programs will be of an exceptionally Entered as second Class matter 1, 1911, at the post office at Highâ€" and Park, Ilinois. under the Act of March 3. 1§79. _ NUMBER 26 high quality. | BACKBONE OF PRQGRESS i Certain types of politicians and college professors speak of business both large and small in a sort of apbmtic manner. . . â€" Napoleon Bonaparte was a sort of advanced ideas but spoke contemptuou "a nation of shopâ€"keepers." | > Socialists, communists, European theorists scatt all over our cou contempt for big business and busines Tillers of the soil, skilled mechanics and common laborers are allâ€"important elements in a great nation of 110,000,000 people, but business men, organizers, mana%ers, d tributoTs. financiers, manâ€" ufacturers are just as indispensible. & â€"~A $ Without the business man the harld worker would supply his own needs only, and would live fro and to mouth in a very primitive form) of civilizationâ€"one rtering his work for another‘s. L s f "| § . Without seturity and stability the or little business, no banking or transt ress and no civilization. | In a leading editorial, "Liberty‘‘ ca system of coâ€"operation, national and uniting of the world‘s energy and we; _ The contempt of the radicals and man is born of ignorance, no matter political party. | _ wrvend NOTICE OF AWARDING | & CcoNTRACT || Notice is hereby given to all perâ€" sons interested, that bids for the furâ€" nishing of all labor, tools and mateâ€" rials necessary for the local improveâ€" ment of the roadways in Sunset Road, Clifton Avenue, Eimwood Drin.,Yal: Avem Hby v(i:omwi.t‘l‘:d Prtoreed venue paving rein ( concrete and otherwise improving, were oxened on the 15th day of Auâ€" ’smt. . D. 1924, and the Chicago eights Coal Co-m’lny being the lowâ€" est â€"responsible der, the contract was awarded to the said Chiw Heights Coal cmf);ny on the i day of August, A. D. 1924. . |*~ | " eeed bid for ts work ho me followe‘: 4 re measurâ€" | ed tg‘t: b.c{ to back of the | integral (curbs) of | one vementwith inhfl' Qfl,.,‘ The pavement shall â€"be twentyâ€"one (21) feet in width measured from back to back of the inteâ€" gral curbs, shall be eight (8)‘ inches in thickness throughout the entire width of the pavement between be 1h:ll qxst:lil?i lil (5) curbs s ve> ‘inches above the _ top surface of "the adjoining pavement, shall have an ayâ€" erage thicknes of six (6) inches, and the height of the integral curb shall be thirteen (13) inches. The concrete for the pavement d&nd for the body of the eurbs shall be composed by volumie of one (1) part Portland cement, two (2) .gnrts sand, and three (3) stone.. The exposed surface of the curbs to. a thickness . of oneâ€"half (%) inch shall be composed bi volume of 10e hy "2) * Paris ment and two (2). parts sand; all of said pavement «shall be reinforced with forâ€" ty (40) pounds of steel wire fabric to each one hundred uooz .mi:". feet of five- men xpansion thno-e!fitfln (%) inch in width, filled with asphaltic is in barmant h 6 . norâ€" mal to the center line of the through the entire width and depth of Gb:&‘ except . that thmmaflu ith of the 1 curbs, from the bottom of the pavement Y A efi be left and open. Said prorv"idedf with : eight ((:)) ieces 0: % ruch round'm bars, two (2) feet long, placed deross the joints and sixteen (16) inches into the the concrete on one of som? RADIO Pncifm&m estion as to who is‘ to pa Tilinois and integral curbs shall be Mi‘$th a layer of sarth two (2) inches in dépth and be kept wet for riod‘ ten :lO) days, ter )\ which . the dirt shall be removed and pavement flushed, including Protection, constructed comâ€" 3 te'hti(ihrt'ee ?;‘g.lff)’ and even | Cents per §quare |yard ................ . $81 875 sgquare }ard:' ‘(measured om back to back of the inâ€" égral ¢urbs) of one course ,nf concrete paveâ€" Mient: with integral curbs. / RRentyrage 148), fect in yen eet in dth nsured from back 2‘ ba of . the integral ."T‘ |8 be m (8) I hes in ness throughâ€" put the entire width of the aavement â€" between â€" curb of progressive and advocated ously of the English people as I i â€" i dbctrinaites and Carl Marx u and ibig cities express iess men. y nick and common laborers are tion of 110,000,000 people, but . distributors, financiers, manâ€" jai t latter â€" shorter ‘end s be oiled, and shall rovided with a wrought inon cap ten (10) tih'ches in 1 There shall be, also, a) longitudinal . joint â€" conâ€" ong the center line of the pavement, which shall be trapizoidal in shape ant! the face of the concrete one | s{E of the joint shall be painted with bitumâ€" in cement before the ‘is laid on the other ffi;&f the joint. Said joint shall ‘be provided with a ithltbi (%) : inch are : deformed reinforeâ€" > (P across sai joint, png:“(limbbdded in concréete, spaced five iee:nmtet to center for he entire length of said joint. All bf said pavement ces, : Said integral curbs 1t nd five (5) inchâ€" above ithe top surface of it would be no big business ortation systemsâ€"no progâ€" lTri)(â€" 2 i‘:;t&ahd cermema ree (3) parts gravel or shed ton;al.‘e The exp::ed ace eurbs &A 'hn ofn oneâ€"half ( 5{; lume ‘lof one ,1) part ortland â€"cement and two oc aneraia with| forty 540) pounds steel |wire f to each :t l'l,lll (100) square vement. _ n« joints dlms:g:h % ) h in width, filled s all bt?giness one gigantic ternational exchange and th to serve humanity. trinai:{es for the business what school of thought or it, and \the other end > the conknfe on the othâ€" side \of the ‘joint, and RSDAY] AUGUST 28, 1294 %) 1 $81248.75 two (2) i in. depth and be kept wef for a period of ten (10) dhys, after which time the dirt shall be reâ€" moved and! pavement flushâ€" /ed, _ includging protection, constru complete â€" at Three Dollf@rs Eleven Cents _ _($8.11) peff square yard ..$2" 200 square yards of macadam _ pavement.| The pavement shall be twelve (12) inches thick, inclfding the bitumâ€" Anous bounll top coat of two (2) incl thickness; the â€"ten (10) ihch base shall be waterâ€"bo macadam laid in two (2) courses, thorâ€" oughly finshed and rol}ed' square y dain have s s exonatenaienv en NP W MEY WT200 18,000 cubic lyards of grading of roadway Td parkways, yxeas\:;zd. ;}:d: eut, :sfiiud- ‘ ing ing, ing, : ; and preparation of the n';g- grade to ive the paveâ€" ./ ment, d â€" the integral > curbs ing the parkâ€" : ways, and the removal of all sur&l excavated mateâ€" _ rials, . the grading of _ the ys and g:rk- 6 ways at ightg-l"ive nts * ($0.85) eu gc ya‘rd ..335300.00 oo oo se ns ay ie M 32,000 squark yards of parkâ€" . : ways to | be leveled and _ handâ€"raked, and all rubbish ; removed, fat Five Cents : (somz square yard ..$1600.00 31 manholes & constructed of :; brick magonry, brick laid > with fulli joints of ‘mortar . composed, bs volume of one .| . (1) part; Portland cement and two j (2")n£:nm sand, mixed wigh ient water to make ia quaking mass, ; inside digmeter three (3) â€" _ feet, side t walls eight (8) inches thidk, bottom six (6) . . _ inches thidk, average dept j to flow link or sewer where : ‘ located five and fiveâ€"tenths f (5.5) feet, average height . _ overall of masonry work â€" five (5) ffeet, with,. four : t hundred dghty (480) pound asphalitic feoated cast iron manhole chver and lid, with : threeâ€"quairiter (%) inch: ‘~ > wronzht ifon ladder rounds, including | all : excavation, / backflling} and removal of .. sur‘plus cavated . mateâ€" rials, congtructed comflote ‘at Eighty Dollars and No Cents ($80.00) each ...... . $2480.00 8 manh&u constructed . of brick makonry, brick laid with, full [ joints of mortar a composed [by volume of one ;. *~(Xy ‘ part Portland cement, . .. and two (Zwrts sand, mixed wifh s ent water | to make a quaking mass, inâ€"| side diamiter three and five= tenths (3]p) feet, side walls‘_ eight (8)] inches thick, botâ€":. > tom six §(6) inches thick, , average th of flow line: of sewer ;\an located six. _ . (6) feet, pverage height ovâ€"> er all of inasonry work five . und . fivegenths, (5.5) .ffie;tg be phg $ é)w apart and mormal to the center line df the pavement, entire width and depth of the ement, except that the?o‘lnu through the enâ€" tire width pf the integral nsapk hn f pavem: tl:‘ca eurb sh ‘l: left cle and open. Said expansion joints shal be rmvi&od with eight | (8) ’l‘:ecu of threeâ€"qu a (%) inch round steel} bars, two (2) feet hn"‘f ced across the joints and {extending â€" sixâ€" teen (16) inches into the concrete on|one side of the joint, and thie other end into the concret# on the other side of the} joim;i and the latter shorthr end shall be oiled, and shall be provided with a wrought iron c?ht:n (10) inches in length. re shall be, alsp, a lonittudinsl joint constructed along the center line §f the pavement which shall be trapizoidal in shape, and the face of the concreté on one side of the joint sphall be painted with bitumifous cement beâ€" fore the cogcrete is laid on the other shde of the joint. Said joint fhall be providâ€" ed with a fveâ€"eighths (%) inch> square deformed reinâ€" forcing bar, five (5) feet in length, pjaced ‘across said joint, and jimbedded in the concreté, gpaced five (5) feet center to center for the forcing bar, five (5) feet f is in length, pjaced ‘across said $V joint, and {mbedded in the â€" | > concreté, aced five (5) 1 feet center to center for the . entire le of said joint. . . All of said pavement and . ir::iznl cutbs shall be covâ€" . ; ered with & layer of earth _ two (2) i in. depth and be kept wef for a period of :: ;i ten (10) dhys, after which time the dirt shall be reâ€" .. moved and! pavement flushâ€" â€"_â€" ‘ed, _ including protection, constru complete â€" at ; Three Dollf@rs Eleven Cents _ _ ($3.11) pef square yud‘..smg.zs TLLINOIS THE HIGHLAND PARK PRESS, HIGHLAND PARK, ILL with a Et less than ten (10) ton! roller, until firm ineluding! sl-‘cinc stone and topcoat an rolling constructâ€" ed complete at Three Dollars h4 h lt iB ermncar‘ t wlz iniec i ce er all of Imasonry work five . und fivekenths, (5.5) feet. with foue | hundred forty; (440) pofnd asphalitic coatâ€". ed éast iton manhole cover and perforated lid, with threeâ€"quarter â€" (%)â€" Anch. wrought fron ladder rounds, including / all excavation, backfilling, and reimoval od surplus Gexcavated â€" materiâ€" als, constructed complete at, Fightyâ€"Five â€" Dallars and: No Cents ($85.00) each .... $680. 1 special dfop sump manhole, onstruc@G of wm c(olx;t d ? volume of one p oftland eemn& 1‘:wo (2‘) pu.rrt:. sand, lan J our * p ve sufficient water to make a quaking imas: inside ‘diamâ€"=: eter four (4) feet, side walls arfi bottom nine (9) inches thick, bottom w (4) fegpt below the the botâ€" tom of | the lowest : where focated, depth to flow link of lowest: § _ where lpeated ‘eleven (11) feet, height over all of conâ€" crete work fifteen (15) with fdur hundred forty _ . (440) pbund aphaltic coatâ€" | 4 s No Cents ($3.00) per de of the joint. hall be providâ€" veâ€"eighths (%) deformed reinâ€" $600.00 ed cast fron manhole cover | . Sughtiiron ladder rounds, U including _ connection _ to | w (6 r, ‘n w.".' on, backf! .mw_;; ;!} u luomnudm-;‘ nds 3 larsand NoCents ( .00) $200 constructed of | prigd sonry, brick hlde with oints of mortar, | co volume of one || i m o es l and. :CwÂ¥d, sand,| mixed with m!&:ent wnber{ to make a quaking mass, inside: r, four (4) feet, side walls eight {8) 19 inches , bottom six e‘) j inches thick, height over all of ry work six (6) |> feet and six (6) inches, av=| erage tepth of. digging eight and fiveâ€"tenths (8.21)1;‘: feet, eath furnished with _ two (2) feet of eight (8) inch vitrified, saltâ€"glazed, tile pipe for connection to | B‘ storm â€"water sewer, with" four‘ hundred (400) pound‘/ uf»halti&; coated cast iron | inlet cover set in place, inâ€" || clndinfi: all _ excavation,| backfilling and removal offi ‘surplus, excavated materiâ€"|" als, congtructed complete at)} Eightyâ€"Five n_l?gl\lars an‘d: :’ | befo : backfilling the trench, with cinders to 5; depth of six (6) inches),, and temoval: of surplus ex cavated: materials. {1 2140 lineal feet of four (4) inch tile pipe drain laid A! an average depth of th .;T (l::” eet below the top |0f the curb,: laid complete *'} per lineal foot Fifty Cent# 15 (§0.0p) ... sls it 300 lin feet of eight (B) . inch tile pipe drain laid at an average depth of fout aid comp at per lines loct ‘One. Doliar and Teb Ce ($1.10) ................ l 4200 lineal feet of ten (10| | _‘ tile pipe drain laid at AP average depth of five nd â€"RAveâ€"tenths (5.5) feet, lmil eomplete at One Dollar and ‘Thirtyâ€"Seven Cents ($1.87) 1495 lincal feet of twelve (12) inch tile pipe drain, laid & an average depth of five (D ~â€" feet, laid‘ com%lete at One 1():%) and .. ifltytoot r linea PÂ¥ y 810 line |£:t of fifteen (18) ;_‘n, idjusted cong)leu ive Dollars and No Cen ollowing drains | ndvit 'ified.tmlt-glue;l, l"m and s i ra and spigot tile pipe aran! 1@®1 )Fr AAMIOEED . NPWY ; on 810 lineal feet of fifteen ( inch tile pipe drain, laid] i an average depth of ‘five and fiveâ€"tenth (5.5) . laid,.';comgete at One = lar '3:(1 ightyâ€"Five v ($1.85) per lineal foot ... .$1 550 lineal feet of eighteen (1 ) inch tile pipe drain, laid @t No L($85.00) manhole . catchâ€"basins, conâ€") st of brick masonry,. bricks laid with full joints | of morthr, oomg«od by volâ€" ume of one (1 dpnrt Portâ€" lfif! nt and two (2‘).; gzm nd, mixed with sufâ€" lent (water to make a. a mass, inside diamâ€"« .. e&r £ (4) feet, side vmlls leight (8) inches. thick, bottom six (6) inchâ€" es thick, inside bottom . (8) feet below the flow lin of the storm water sew %fi"h it meging cight igging an ve-urzl;q g.is) tg‘et,‘nver” an average depth of six and .. fiveâ€"tenths> (6.5) feet, laid complete at Two Do ips and Fifteen Cents ($2.1§ per lineal foot ........... } 182.50 860 lineal feet of twenty (2( p inch tile pipe drain, laid ‘at an average depth of seven and fivetenth (7.5) feg laid complete at Ll'l:m Dpl lars and Twentyâ€"five Cents _ ($3.4 {lper lineal foot .'. 170.00 ‘The following drains or cH! & shall be vitrified, salt flaged, hub .ndc?lx.u, P , Or irts, 0f Atexty. C d ovi Ewelve (12) inches in diam eter to be double st enpth 2 joints of Portland cen in ' mortar composed by volum hy off 4 (1) part Portland f en£ -mg two (2) part age hd?t over all of ma~ sonry work six and five, tenths ‘(6.5) feet, each fur; . nished with a four hu 8 (400) ‘asphaltic coat« | ed iron inlet cover set / in place, including all ex| cavating, backfilling, and} removal of surplus excavatâ€" | ed materials, constru comp at Ninety Dollars and No Cents ($90.00) msbl inanho&e or valve vault cove; ers to be _.djust.ed to :& fini grade of the ‘proâ€" fi“’d vement or parkway, y wcutting down and reâ€", building or building up the! Wmmd wus reowe ng and pointing up the cov». of the inside diameter as indicated by the size herein. stated, all pire over twelvg \(12) inches in diameter to. be double strength, includ+ ing junctions for h+ ‘basin connection, all trench ing ckfilling the tre L with a core wall of cinde $ ‘four (4) inches thick, e ‘ tending from the top of the pipe'&o the surface . of th groun , the remainder of the: trench backflled with earth (the pipe shall be cove :‘; i befo: : backfilling the trench, with cinders to |& zfintm?xndtw * mired with sufief 501 ts AEVemeney Ceeitl wu‘% to make a mass, ‘including j for |catchâ€"basin co all ; trenching, the trench over and a the pipe, from the i er of the ith ea f .covered & the j ers: to g 1 P ;“‘: t 4 rplus : ex four ( n laid A of three e top (( nplete :f; B [ty ":; in T*"° n laid @t : & d 'h‘; y 1.5) _ feek, | â€"/ 'l“lf ;430.00 ten (10) id at :i f five and feets Uilf 54.00 42.50 98.50 :00 50 lineal feet of eighteen (18) . inch tile pipe drain Nfi at ‘| an average depth of six and â€" . fiveâ€"tenths (6.5) feet, laid . complete at Three Dollars | and ~ Thirty Cents ($38.30)‘ _ rpr lineal foot ..._........ $16 70 lineal feet of twentyâ€"four . (24) inch tile pipe drain culverts laid at an average dmth of four (4) feet, with L, ts of mortar composed : volume of one (1) part . Portland cement and two (Mm sand mixed with 8 ent water to make a quaking mass, includln‘ exâ€" | cavation and â€" backfilling around and over the pm ‘ from the bottom of trench to the surface of the sul:gnde for the pavement, with bank sand, and removâ€" al of excavated material, â€" laid complete at Three Dolâ€" lars and Sixty Cents (38.00‘2 g.or Iineal ‘fool .......«â€"... ..« . The following drains _ or :flvertl .h‘]}l bbo ;itribwfl. tâ€"glazed, hub and sp tile Y‘i‘pe drains or culverts, of the inside diameter as herein ‘stated; all pipe over twelve (12) inches in diamâ€" ‘eter to be double :t::fth. including â€"@l tre ufi ‘ backfilling the trench wit . earth, and removal of surâ€" ® Elu’ excavated materials. 75 4 feet of eight 38) inch _ tile pipe drain, laid at an average depth of four and fiveâ€"tenthsâ€" (4.5) feet, laid complete _ at _ Ninetyâ€"Five â€" Cents (80.96?}&' llnui foot | 590 lineal feet of ten hflo) inch tile pipe drain, at an. average h of five and fiveâ€"tenths (5.5) feet, laid complete at One Dollar and Twenty Cents ($1.20) per 1607 lineal feet of twelvi:dsfl) . inch tile pipe drain, at f an average depth of five &)e feet, laid complete at Doliar and Fortyâ€"Five Cents : ($1.45) â€" per lincal f Aoyintd uudandl Tanimen â€" 341 lineal feet of fifteem (15) inch tile pipe drain, laid at the trench to the surface of the subgrade for the 1490 lineal feet of thirtyâ€"six * (36) inch internal diameter storm sewer constructed of _ vitrified, . saltâ€"glazed clay â€" twoâ€"ring â€" or . interlocking nfmmt block equal to the ‘~"AMCO®" segment block, av» ‘erage dapth to flow line of , ; sewer six (6) feet, includâ€" â€" ~~ ing all excavation, backfllâ€" ing the trench with earth, â€" _ and removal of all surplus > ; ‘excavated material, conâ€" | "structed complete at Ten â€" . Dollars and . No Cents _ ($10.00), per lineal foot $1490.00 1650 lineal feet of sidewalk â€" H (A lgproachu constructed five ; ) feet wide, laid on a oundation of cinders six /(6) inches thick; the body * concrete four ((4) inches _ | ‘~â€"_. thick shall be eom[uned by volume of one (1) part Portland oeme::l, two (2; parts sand, and five (5 ~. parts g:vd or â€" curshed ‘ stone; exposed surface f _/ oneâ€"half (%) inch thick . _ shall be eom;ond by _ vol= > \ ume of two ( )dp-ruPortp + ‘land cement and three (la- y â€"â€" parts sand, and mixed w * sufficient water to make a . quaking mass, including all mova all su excaâ€" A > vated material, constructed complete at Oneâ€" Dollar and Fifty Cents ($1.50) W foot ..................â€"82475.00 protection ‘for outâ€" ' ng sin. 16). wak guu"fi least twentyâ€"five (25)â€" feet : an average depth of ‘five and fiveâ€"tenths &5..2) feet, lnd "Eighty Cents (B180), i ‘ feet of twentyâ€"four ‘(24) inch tile pipe’cnl‘m.‘ ‘“’ SE SCY PCSPC P ols laid at an average d of four (4) feet, with ifi of mortar composed by f ume of one (1) part Port land cement and two (2) parts sand, mixed with sufâ€" ficient water to make a «qguaking mass, including ¢xâ€" cavation, _ backfilling _ the trench with earth, and reâ€" moval of sursln: excavated material, lai mngeu at Three Dollars and â€" ‘Five Cents ($38.25) per linâ€". long with twelve (12) inch butt, t%(m) pieces three . (8) by. twelve (12) long leaf yellow pine for ;::t piling sixâ€" teen {16) long, five (5) six (6) inch by ten (10) inch oak: saddles or riders seven (7) feet long, four 5o) lnth long het seihnr ne hlfil:& (9) feet fmen on on io m i arnnae 1 , four inch by eight (8) eight (8) . ... $202.50 $247.50 $185.00 $252.00 $2330.15 $708.00 $613.80 $71.25 it 10 ham..ao Aliscs». 4704 P OB a 5C )o top ten (10 .'wo‘ pa wide, all exposed em f beveled one |(1) 1 l ty.fl" ", and < Wel Cents ($25.90) per cubjic | _ | 1 connection t present storm | . sewer, consigting of breakâ€" | | | ing out removing _1 ' _ present thirtyâ€"six (86) 1 vitrified . tile sewer 4. through the â€" '~ . : Jonk tnd ontial Avenge,| | complete ‘at Five Dollars | _ _ ) and No Cent T .00) wje~ »»4 0 'n\emTA ‘OF BID ....$150,683.2 ; majority df % frontage of ‘the lot and land| ypol said streets, Wherein saidâ€" work is is m es work andh::? nto & tract to do ‘work at ten pcl ventum less than the price, at |which the same has Hawarl hl SAMUEL_M. HASTINGS FRANK L CHENEY, || JO8 B__;_C.A_B.P' f i LYL URLEY, t Board of the ark Dated at Hi Park 28th day of A. D. 1 t W. G. Tu';?r,‘nd wife to| W. L« Lindsay. .. Stamp $2. of lot 26, Sec, 25, Deerfield. W. C. Lindgay and wife f¢ C. Woodmansee and wift jt tei P $10. Stamp $8. (Part of lot 26,, Ske. 25, Deerfield..: || â€"â€"._ _ [ on dn j ‘ be,. Aftom 15 (1) inch by four i&))l:'h or u:,yollo"‘w long, ail io pl (1) piece of thi f(?) "(12) " feet long, weighing 4red (400) pounds per linâ€" eal foot, in place, including "all excavating, b removal of surplus excavatâ€" es on comp Dollu‘;.nd o Cents ($1,â€" ‘000.00) .......§....L......... B1 cubic yards of concrete for four (&;fidgm eulâ€" verts volume , of onn:' t(l) '2) ’”P;r:l:nd cement, two and four (4) parts mw or <crughed stone, mixed with â€" suffici ‘‘water to make a tn&bnl,nub age hei;:t seven (7) feet high, eight (8) feet long, E. J. Woodman and wife to R. Calkins : and wife, WD $1. | $2.: Pt of S6e. 88, Deerfield,| . . E. Wrenn and. fetog.'l'-‘ and E. Rebling, jt tens. :u‘ 13, block 2, G. L Wrenn‘s: ie P. WD $3100, $3.50. ) A. Apfel ife to A. V. Lot 7, and lot‘12, H. * $420. Stamp $Oc.: tWW [ P l inch â€" ‘Jon ~ Sarah SH Lillian M. C Deerfield. $10, â€" _ W. H. Murphy et .l-u'u.“’ ) Deed $200. !t. . Lots Blk %, Sec. 6, m‘l. ~4 J . K th and wife muten, Eqo mo‘te ho 54. Wigh wood Grove. WD $10. _ k â€" _X R. h%‘fl wife to ?* Beverly V ‘Part of Sec. field. WD $7,000. Stamp $7. . . _ Eleanore Zeiss to G. G. I wife it‘ te Part of See. field. WD L.es«-pgn t â€" Frieda Kuptsman and L. R. Hanawalt and Laura B: | Jt. tens. of lot 9, of lot 7, lots 8 and 9, 11}, H. Park. WD $1. : E04 p â€" afff «> _ G. Antes and wife to J 3. Jewett. of 4, block |2, J. B.. Patterson and wif C. Weinstein } . ~Ga 3t tens. WD 0." “« "l Ravinia W $ FAK.s avel We ~â€"_T.I. Livingston et al to 3 Youngberg. J $10. . Stamp §$.50 Lot 4, H. PK. i1 . ..© $ . ‘}l_ D. F. ‘and wife to A, 8. R and Agnes W. Stern. it tens. 0. t Stamp $60. Lot 10, J. M. reâ€" ty 9D L. "H. to D. M. Part of Sec. 4, Deerfield., $ Katherine Morteson Carr and ; to A. G. Part of lot §71, Shields. WD $10. Sta EA. und wife to T. . Co., Tr. Part of the of Sec. 15; also part of the §W ter of Sec. 10, Deerficeld. | 64 _ Dorothy K. Boice to A. D.}} Part of the SW quarter of Shields. WD $10. Stamp $ ~H. K. Boite to A. D. Farwell. of the SW of Sec, 32. WD $10. 8 p$%11.> >\ ~ A., C. Greene to Union » cago, Tr. Part of the of Sec. 14, Deerfeld; also the swwgtflu.lb. eerfie} $10. i e d > o l 4 io. 4v. Pigt of ine SW 4 cago, Tr. 0 Bec. 16, M‘l x W. H. M et al to W. geak. > . _ Stamp |50¢c.) P of lot 31, of lot 88, 5, Se 5 Shields. B. G. Lonngren and wife to G, W Hedrick a mnmifl{u su-pu.tonoza.n _ C and wfi S. Werno W. D. $10.00 St. $ 12. Blk 7, Ravinia REAL ESTATE TRANSFERS leaf â€"â€" yellow PAGE FIVE Mhm Part of $1,000.00 f| Se« 4OLUR $ 20. . Dee . | phing J. 1 . {€9 Th Archs O of to w8 P3 i8

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