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# i | 4 | M 41 O3 BJ k8ta ue 1t 1f ty 4 â€"â€" Thirty Cents â€" ($3.30) _per 16100 lineal feet of Portland ceâ€" ment concrete curbs, conâ€" _ structed t'integ'ul- witll)x thf pavemen comro-ed y vo ume of one (1) part Portâ€" land cement, two (2) parts sand and three (3) parts gravel or crushed stone, mixâ€" ed with sufficient water to make a quaking mass, the exposed surface of the curb shall be ‘finished »~with a mortar coat one (1) : inch thick, composed by volume of one (1) part Portland cement, and two (2:&013 sand, mixâ€" edkwith 'ki ient ,'lthfl' to make a quaking mass, the avâ€" erage thickness of the curb, including the mortar â€" coat shall be six (6) inches; the top of the curb sh::, extend five (5) intheg, above the top of the pavement at the gutter line; w | joints threeâ€" ngqaid l;’id for nt’he vflork is as follows: cubic yards of‘ excavation, measureg in the cut",*includ- ing clearing, grubbing, f"d- . ing and preparation of the subgrade for the roadway . and curbs for the roadway all surplus excavated materâ€" ials, at One Dollar Thirtyâ€" Five Cents ($1.35) per cubie _ PABNd :: ; :w:â€"inm:me i sschsistsc‘ue~«:+$120,030.00 700 cubic yards of parkway 3â€" : cavation, measured in the cut, including clearing, mbbin% grading, and removal of a surplus excavated materials, at One Dollar Forty Cents * ($1.40) per cubic yard......$980.00 20250 square yards of reinforced ‘ concrete pavement, measâ€" | ured from face to face of _ eurb, composed by volume of one (1)â€" part Portland ceâ€" ment, two (2) parts sand and three (3) parts gravel or crushed stone, mixed: with sufficient water to make a aking mass, with asphaltic glt expansion joints threeâ€" ( eighth (%) _ inch thick, spaced thirty _ (30) feet apart, reinforced with forty / ~,, (40) pounds of effective steel ‘fabric per one hundred (100) square feet â€"of pavement, :rllg): & corrug:teged eighteer; e pain meta strip S::g.nd oneâ€"half (6%) © inches wide extending along _ the center line of the save- \ ment, from end to end of > the proposed pavement, exâ€" . cept no center joint will be . required in the nine (9) foot > ?.vements, with fiveâ€"eighths sg;?:)ed inch r?;:&:)d flteel bntr:; f ten eet c go} c‘:‘nser from end toqneng s proposed payvemen each bar shall be five (5) feet long; with corrugated eighteen (18) gauge painted metal strip six and oneâ€"half (6%4) inches wide extendinfi across the pavement of eac felt joint, The thickness of the proposed rvement.slull « be ;Ifht (8) inches over all, ihcluding _ protection from ‘weather, curing with water 5 and cleaning surface of paveâ€" ment after cor%gletion, #lid complete ~at ree. Dollars Notite is hereby given to all perâ€" sons interested, that bids for the furnishing of all labor, tools and maâ€" terials necessary for the construction of a réinforced concrete pavement in St. Johns Avenue, Kincaid Street, Comstock Place, Briarwood â€" Place, Woodland Avenue, Oakland Avenue, Ashland Avenue and Lambert Tree Avenue, were oxened on the 16th day of November, A. D. 1923, and the Highway Construction Company, beâ€" ing the lowest responsible bidder, the contract was awarded to the said Highv:dy Construction Company on the 23rd day of November, A. D. 1923. The La Follette amendment would destroy the theory of equality beâ€" tween the three great branches of our governmentâ€"the representatives, exâ€" ecutive and judicial. Senator Borah‘s amendment would give a minority of two judges such tremendous monopoly of power that majority rule on the supreme court in rendering decigions will seem to any <ordinary mind to be infinitely more fair than sevenâ€"toâ€"two deéciâ€" sions. Senator La Follette goes further and proposed to amend the constituâ€" tion so that‘ if the supreme court or any inferior federal judges declares an act of congress unconstitutional, congress may, by reâ€"enacting the law, nullify the court action. Charles Warren, former assistant attorney general of the United Statâ€" es, in the Saturday Evening Post of October 13, shows that the actual fact in this particular matter is that 184 years of the existence of the United : States supreme court, there have been exactly nine of these fiveâ€" toâ€"four cases in which an act.of conâ€" gress was held unconstitutional. be constructerl from top to Senator Boru:n‘rn been particularâ€" ly savage in ing about fiveâ€"toâ€" four decisions and proposed a bill reâ€" quiring that seven out of nine‘judges concur in pronouncing any act of congress unconstitutional. - It has been a popular political pastime to air the grievances of reâ€" formers, labor leaders and radical politicians by attacking the validity of the last court of resort for interâ€" preting laws and constitution. It ‘has been thé favorite indoor sport/of a few congressmen and senâ€" ators to try to change the character of the supreme court of our country. Demagogue Politicians Exaggerâ€" ate Objections; Dangerous & Propaganda I TINKERS MENACE TO U. 8. SUPREME COURT NOTICE OF AWARDING CONâ€" T RACT To s $66,825.00 m Nok Mgrce uie 81 22 lineal feet of twelve (12) inck | tile pipe drain, laid ‘at an * ‘average de;t)th of six (6) feet," . ; comgietae at Two Dollars sixâ€" | ty Cents ($2.60) per lindal «> 70 lineal feet of fifteen (15) inch | _ tile pipe drain, laid at anâ€" = average depth of six (6) *} feet, complete_at Two Dolâ€" . . larg ninety Cents >($2.90‘)aZo 4 T%er linesa!. foot : :...l.............:d 3.0&) f e following drains shall be vitâ€" rified, saltâ€"glazed, hub and spigot, tile ripe drains of the inside diameter as ndicated by the size herein ltat«lil laid with ppen joints, including al trenching, backfilling the trench oves and around the,pipe with earth, an remolval of all surplus excavated maâ€" terial. : > } | 280 lineal feet of cight (8) inch _ ; tile pipe drain, laid at an . average depth of four (4) . feet, said drain to form conâ€" f1 nections to the present storm I sewers on Roger. Williams ~+~| Avenue and Sheridan. Road, {. complete at No Dollars | Eightyâ€"four â€" Cents .($0.84% .‘ per lineal foot .....................$193.20 270 lineal feet of, ten, (10) inch tile pipe drain, laid (at an . ‘ average depth of five (5) feet, complete at One Dollar _ ten Cents ($1.10) per lineal FOOF ;. sincccssreunccoportcmaninc mss @9 400 517 lineal feet of twelve (12) | inch tile pipe drain, laid! j at an average depth of five and one half (5%) feet, comâ€", plete ‘at Oné Dollar fortyâ€" . . seven Cents ($1.47) per linâ€"~ eal foot :nolll0.. m ul‘ll._ uEe oo ! eal FOOL :i..i2...idiccocrcicso dnc : $ 109.OU 115 lineal feet of fifteen (15); inch tile gipe drain, laid at an . . | average depth of five and one: 1 half (5%) feet, complete at 1 _ _ One Dollars Eighty <‘Cents | ($1.80) per lineal foot ....$207.00 31 catchâ€"basins, constructed of . . brick â€" masonty, brick â€"laid. with mortar composed: by | volume of one (1) part Portâ€" : land cement and two . (2) ‘ parts sand, mixed with sufiâ€" ; i cient water to make a quakâ€" / â€" ing mass, inside _ diameter | | _ three and â€"oneâ€"half ((3%) § feet, sidewalls â€" eight ~ (8;,'_‘ inches thick, bottom six (6 inches thick, height over all ( of brick. work six (6) feet ‘and six (6) inches, includill:]g | all excavation and backfillâ€"| ing, each furnished with an | eight (8) inch vitrified, salt=; glazed, tile pipe trap for conâ€" | néection to storm water sewer, | each furnished with a four / hundred (400) pound asphaitâ€" | ic coated cast iron inlet covâ€" | er set in place, pointed uK i. around cover and all earth | and rubbish of every descrisâ€" } tion removed from the inside | ~ at finish of 1'j:ob, constructed complete at Eightyâ€"nine Dolâ€" lars no Cents ?889.00) each |/ e ue e o i o o e ao 00 .. idy on fe awaeu id . _ â€" plete “‘%e‘( C s _Cents ($0.52) per lin< _ . “‘ ,J”t Frbrviens ae vh d nba wes hx mwnd UU The following drains shall be vitâ€" rified, saltâ€"glazed, lg!: and | s , tile pipe drains, of the inside , ter as indicated by. th;;) ze h f stated, laid with mh = ing t ‘ttrhenchinc. “- mj %'ghl trenc core wall of cinders four (4) inthes au:k. extond:‘l_f om the top of the pipe to the surface of the fuuxi’ut ith sartin the ping shkil be before huckfl!linzlti‘!eqt:rqch with cinders to a dfltpth of n& ‘(6) inches, and removal of all -&pl _exâ€" cavated material, + §..85 Wullineisl f:let ind l‘ti‘ctilm't(l) inch ‘ e ra at an aveâ€"= > x nfep::gth of ‘three (8) m below â€"the u}g of the curb, . complet(e: at (:o ggl)lnr: li‘;f-j tyâ€"two Cents : per linâ€" Cal FOG0L ........;s.ciâ€"icckoncn.c icA dRLEB 8329 lineal feet of eight (8) | : inch tile pae drain laid at an | .. ~average pth . of six (GI) fe 6 * feet, complete at One Dolâ€" lar thirt?‘one Cents . ($1.31), per lineal foot {4,86099 1570 lineal feet of ten (10) . .. inch tile pipe drain laid at an average depth of six (6) ‘ ; â€" . feet, complete at ‘One Dalâ€" ‘ lar fortyâ€"seven Cents ($1.47)! | per lineal foot .................$2,307.90 615 lineal feet of twelve _412)' f inch tile pipe drain laid at â€" an average depth of six “6)3 feet, complete at One Dollar‘ sixty-eifbt Cents ($1.68) per lineal ‘foot .‘...,.....»...’.......V...g1.033.20 185 lineal feet of fifteen . (15) inch tile pipe drain laid at an average depth of six (6). feet, complete at Two Dollars ($2.00) per lineal foot::...$370.00 The following drains ‘shall be vitâ€" rified, saltâ€"g@lazed, hub and spigot tile pige drains of the inside diam(::r ‘as indicated by the size herein stated, laid with open joints, including all trenchs ing, backfilling the trench over and around the p}pe with bank sand from the bottom of said trench to the surâ€" face of the subgrade for the paveâ€" ment, and removal of all surplus exâ€" cavated material. ; j 887 lineal feet of eight (8) ’ inch tile pipe drain, laid at . an average depth of six fifi) feet, complete at One Dollar ninety Cents ($1.90) per lin< < > enl {fout:............«..~.«~â€"...91,000.30 200 lineal feet of ten (10) inch f tile pipe drain, laid at ‘an average. depth of six (6) feet, © complete at Two Dollars five _ Cents ($2.05) per lineal foot â€" cription removed from the inâ€" dred ‘(400) pound a§gphaltic coated cu]t”mm in_legd cover set in e, in u around co'\,rer 'lmll’o all eartg and rubbish of ~every desâ€" manbole ~catchâ€"basins â€" conâ€" structed ‘ of ‘brick masonry, brick laid with mortar comâ€" posed !}:‘y volume of one (1) part Portland cement and two (2) parts sand, mixed with sufficient water to make a quaking mass, inside diamâ€"« eter three and aneâ€"half (3%4%) feet, sidewalls eight (8) inches thick, bottom six (6) inches thick, bottom of brickwork thirty (30) inches below the outlet drain where located, including all excavaâ€" tion and bu:kxllmm each furnished with a four hunâ€" 3+fi $410.00 Th ~. side at finish |of job, conâ€" structed compha:t ‘ nthe Dollars no C “I( 0 CBCh > ©.,se0cte es rep tesreccnih resee e pdal 6 storm water drop inlets set on © concrete base, sides to be _ â€"_@oight (8) inches thick, bot: ‘tom six {(6). inches, inside diâ€" ameter two (2) feet, inside depth eighteen ‘(18) inches concrete headwalls for out: let drains.. â€" Each of â€" said headwalls shall be six (6) feet long, â€"seven (7) feet high, top one (1) foot wide, bottom two (2) feet wide wi ning throu one beadw:rl; for a ‘%aal ( lSh) !iunch sewer _ pipe, opening through one headwall for a twelve (12) inch sewer pipe, with '_ofiemng through one headwall for a fifteen (15) inch sewer plfe. All conâ€" crete <for â€" said â€" headwalls shall be composed by volume of one (1) Sart Portland cement, two (2) parts and four (4) parts gravel crushed . stone, mixed sumfiient water 'It'ohem‘ko! &A qua mass. ootl.g of e:x headwall shall four (4) feet below the surâ€" face of the ‘fironnd where located, including all exceaâ€" vation, backfilling and moval of all surplus ex::: govsl o{e :il:isumluhet:snut- ma 8, (por a&round cover and all ur‘:fi and rubbish of every ducrm tion removed from the insi at finish‘ of ;’ob{ constructed complete at Fif -‘eoight Dolâ€" lars no Cents (‘gS‘_ ) each connection: incased ‘in conâ€" crete. Average length of conâ€" nection seven 52 feet, The concrete for the .base and Pased 6y soremte of one 11} ) y volumeâ€" of one (1 part Portland cement, two (2; parts sand,": and four (4) parts gravei or crushed stone, mixed‘ with sufficient water toâ€"make: a~ quaking mass, each furnished with a four hundred : (400) â€" pound asphaltic coated. cast iron inâ€" let cover, including all excaâ€" vating, backfilling, and reâ€" of pavement at the gutter where located, . with: eight (8) inch vitrified, saltâ€"glazed, hub and spigot tile pipe conâ€" nection to propogo{ culvert, below the established grad below the established grade THE HIGHLAND PARK PRESS, HIGHLAND PARK, ILLINOIS Himv PuBLIC S C 1........$8,016.00 Ann ongl&OO j 51 South St. Johns Avenue, Highland Park, d a { mt P " 4 : Customers may .exlf:x‘apge lamps at the Company‘s store or the nearest lamp renewal "§"ta‘tioh, hm E33 PTR w§%2A [ *4 . e l be furnished at greatly reduced prices. THS COMPANY announces the adoption of a policy of free lamp reâ€" newals, effective Nc?vemb@;r 19, 1923. k [ d 8 £ The Company will, on and after that ‘ date, furrish standa;;rd 650-\'?att Mazdaâ€" _ lamps free for criginal installation or exchange (upon return of burned out lamps) to its Customers using standard Rate "A" General Lighting Service (Maximum gDcmafi;d). f f | . 9 Cc t aat o a 4 The Company Will,‘{up"tmd:mdud- c ing December 31, 1923, furnish a 60â€" ._ watt Mazda lamp fiec foreach empty . socket in the premises of its customers. Incafidesd‘ént lamps of other sizes will OF NORTHERN ILLINOIS hall be composed by volume :f. one c(ol) Irfl; i’ortlaxid cement, two (2) parts torâ€" pedo sand, and <four (4) parts â€" gravel Jor crushed stone, mixed with sufficient water to make a quaking «10. CHo DUpINgn, A10. BHANE have an ave length of twenty two f %efeet. shall be ten (10) s in width atthetop.belwtheflinx and seventeen (17) inches in Tootihg: the Apetimen ahatl foot | the ‘ io twoive 1127 nokes thick and two (2) feet five (5) inches wide, with the bottom at an avengtflerth of four loviney Siah is me t0) in copings s 8 e ches thick and one (1) foot wide, all ew corners shall ‘be beveled mone (1) inch. All side:walls of culâ€" verts shall be six (BJ inches thick and all top and bottom slabs shall be eight (8) inches thick. (All concrete feet ?ening | shall _extend throug the M““{...‘,?fl fi!t.{ veâ€" (55) :feet in le ine udi‘n‘f the |thickness of the headwalls, the headwalls for the culverts ]::ull? h.t:: an ~average of â€" ‘\(10) feet anduieefiht (8) inâ€" ches over all jincluding the thickness of ; the footins and the copings, and shall (2) feet inside dimensions, tfhe)two (2) feet by two (2) in all three head s seven and joneâ€"half| (7%) cubic yards of rete, constructâ€" go complete ‘at â€"one ollars _ no Ce ($2. .002 per cubic yard...................$1 reinforced conerete‘ culverts with headwalls at each end built ‘integral ; with culvert, one culvert shall be twoâ€"(2) feet by three| (8{’e feet, inâ€" gide dimensions, the two (2) feet b{‘ three (3) feet openâ€" ing shall extend through the headwalls, and thit nine (39) feet in includinf thickness _ . of ll:eeu(l;v)alfs, tpll:; ::lvet;.) '?e‘eli: ee 0 inside Bimenst'ps,f t&n two (2) feet by two (2) feet openinfie .#hall extend through . t ieadwalls, and sixty â€" five t(l 5) feet in length, inclu thickness of headwalls and one culvert shall be two (2) feet by two vated material, containing "ELECTRIFPY» ouncement ERVICE COMPANY $157.50 NS 15 t on live pent (%) building . up the‘ manhole with gnid(p masonary,. the mortar for which shall be ) lineal of new concrete walks concrete walk a prog five (5) feet wkg, on six (6).inches of cinders, the éonch:elr b;:our (4) inches 8# composâ€" ed by Yolume of: one‘ (1) part P., d cement, two (2) parts sand and four (4) p:orh vel or : crushed stone ; exposed surface one (1) inch thick shall be com: b;byolume of one (1) ; p rtland © cement and: two (2) parts sand, all gz’ixegk ‘sufficient mgdr ‘make‘a quaki nâ€" cluding fil exuvm- ing, and removal of all surâ€" flua vated â€" material, ‘i‘gy c lete:ct; ‘(1)33 )Dolhr 8 n r Tjeat L o. 0cces .280 manholeg /to have tops adâ€" justed ito finished grade where ted, by tearing down‘ op bnildli:'xf up the manholesg with brick masonâ€" ary, or by tearing down and ent, two (2) parts torpedo sand &ne {8) parts |_ gravel or crushed stone, inâ€" cluding :all‘ excavation â€"and removal of all surplus excaâ€" vated terial, g all two ; (2) cu ards concrete, ‘ complete _ at Twentyâ€"gix Dollars no Cents (mflo _ per cubjic yard......$52.00 » of new concrete feét twelve ‘(112) inches / » bottom ‘h’ teen inches thick, the top # extend two (2) feet above the top of the pavement where located, at east end of the pavement in W \â€" Avenue, <: conâ€" structed. integral: with the pavement, the concrete shall in all\ one hundred four ;5104), ubic yards of reinâ€" orced crpete, constructed complet at*"l‘we%â€"dx Dolâ€" lars nny&Centa ($26.00) ‘per cubic y rdw,.,bitfl 8 eoncrete curb nine "0 . Pacf lone and Tour (4) ch r1ed steel bars per bic of eoncrete, all cavation of backfilling and 1 of iall surplus excaâ€" ted ‘material, containing q (8) Evanston 390¢ F volume of ortland cemâ€" parts torpedo ee (38) parts per $2704.00 dad s The owners of a majority of the fro,ntmm lots ‘and land upon said < wherein~ said work is to be done, may, within ten ‘ days otuudttehereg.ehettot-b d work and enter ‘into ‘a written e tract to do said work at ten per centum less than the price at which the mh; been awarded. d SAMUEL M.. HASTINGS â€" . FRANK L. CHENEY y FRED A. PRESTON 4 JOSEPH B. CARD > . / LYLE GounLEIY ul Council‘of the City of Highland p# inols. Sm Dated at Highland Park,; IMinois 29th day of November, A. D. 1 composed by volume of â€" facoca z:na with . water make a <quaking mass, and > neéatly the m at e;d ot!j'?: eompllotg _l’t Five Dollars no A utt To hour third annum., clared _ thereof City um of or bid Pa shall ind ty one rel der of Local J pacity, City, > delive Board said i the of of tion Fo inch â€" pri City‘ ceive of of enti ds 3 er ity fa