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le of ailing ered, efly ryone, ion er beâ€" lest in ‘ administrétion issued Keru. of $1 nma Mo War it heirship ' tration, iss to Bond of $1 : > in Sessier, | W s al report nmiture is and asumâ€" kmanâ€" Iwryr is now ica. It f July ry: appro les, Libe Pro en. . Petiti ifll‘u stration to FrankIin ind â€"fixed at $18,000â€" is conâ€" ; adres emost "glowâ€" latest suite ied to July $7. ; vi Wait, I”mu" m hard ‘Duddlles, . pproved a1 side led o0 tition Tor to July 30 dustry in the migetâ€" whorm rhland i0 has icago, wÂ¥ was time," ast of Chandler, ppra Park, IIL e Tunâ€" ol c« a1C3 buildâ€" . JULY 30, 1995 aldmann, H:E nof of :&» tas" [ »fag "cle ‘ort â€"aif 'k.;i;m d THURSDAY, JULY 30, 1925 *___ Sealp and skin specialist. â€" Also three professional marâ€" _ cel wavers at your service. Water waving. ; . â€" . wol wWavels at. yOur selyvice, "IWI" bad AALL 4 { : We also specialize in fancy, scientific bobbing, and shingâ€" ling. . Retouching colors guaranteed. Free consultation and advice regarding scalp diseases, falling hair, or any form of ache or skin troubfel. All work fully guaranteed. ~ â€" Phone H. P. 303 f MODERN PLUMBING AND HEATINGâ€" . â€" Estimates Cheerfully Given. Jobbing a Specialty érete and placed through holes in said joint provided R therefor, four and oneâ€"quarter &fl() inches below the / top surface of the pavement. The concrete in said ?l”- : ment shall be cured by the use of two (2). pounds calcium chloride per square vard of pavement. . The integral curb _~ herein specified shall be constructed simultancously with the pavement slab, and shall be an integral part of the .3 :wunn,t, and the construction of the integral curb shall included in the price paid the contractor for construcâ€" tion of pavement. Including protection, complete at Two . f Dollars Seventy Three Cents 582.73) per square yard....$ 15,561.00 eubie yards of excavatioh in the roadway, for pavenmient icz and integral curbs, and in the parkways, including all f grubbing, grading, preparing the subgrade ‘to receive the pavement and integral curbs, and the of all surâ€" £5 plus excavated material from pavement and ntog-l gurh.. :{.} .. > excavation, measured in the cut, at Seventy Cents (0,70) > «_ per cubic yard monolithic, composed by volume of one (1) part Portâ€" land cement, two (2) parts sand, and four (4) parts gravel or ‘crushed stone, mixed=with nfldegt water to make a quaking mass; inside diameter three (3) feet, side walls and bottom eight (8) inches thick.: The‘manhole shall â€" be furnished with a four hundred, eighty (480) wd asphaltic coated «cast iron manhole{¢over, consistâ€" ofâ€" a frame weighing ithree hundred thirty (380; pounds and a solid lid vdghinf one hundred fifty (150 pounds, set ,to gme where located, and threeâ€"quarter (%) inch round ught iron ladder rounds, spaced sixâ€" teen (16) inches apart, from ton to bottom, mof the concrete dfinnd oneâ€"half |(8%) feet; i ng all excavating, backfilling around the manhole with sand, and removal of all excavated materials, constructed complete at.One Hundred Ten Dollars ($110.00) ........_.___.__.:.__.. new catchbasins constructed of concrete (either blocks or monolithic}), composed by volume of one (1) part Portâ€" land cement, two {2) parts sand, and four (4) parts gravel or crushed stone, mixed with sufficient water to make a quaking mass; inside diameter four (4) feet, side walls and bottoms eight (8) inches thick, average depth of concrete overall seven (7) feet. Each catchbasin shall be provided with a five hundred forty (540) pound asphaltic coated cast ijron catchbasin cover, consisti of a frame weighing three hundred ninety (390) pound:g and a perforated lid weighing one hundred fifty (150) JOHN Z.EN Highland Park Beauty Salon Mme. Jeanne E. Turner manhole constructed of concrete, either blocks or Cleaner and Dyer 25 North . Road : wE OPERATE OUR OWN PLANT IN HIGHLAND PARK | NOTICE OF AWARDING CONTRACT MORAN BROTHERS Telephone H. P. 169 GELER 360 CENTRAL AVE. $80 Central Ave. 8,048.50 110.00 d (One must not gathm however, at the federal employ force has been increased materially, for the tdot is that since the Armistice there h ‘.' been a reduction of: 360,000 emâ€" p ': ses, but in the bus,lngatuof governâ€" mieht, as ‘in civil life, the turnâ€"over is 0 q ufficient extent to call. for from fifty to seventyâ€"five thousand appoint vights each year to fill es ‘ocâ€" cdsjoned by death, resignation and ccording to William .C. Deming, Pfesident of the ‘United States Civil Sdrivice Commission . over 300,000 c ! for preference in appointâ€" "E!' to positions in the classified ci service have been | allowd | by the United States Civil Service Comâ€" migsion under the veteran preference ts of March 3, and July 11, 1919. |’ the ‘number before mentioned, abd t 224,000 qualified, thereby beâ€" cdming eligible for appointment, and néarly 95,000 have received appointâ€" be |construed to mean that a veteran o$ the late war must be without necesâ€" ikly " qualifications, aqd the : former g,. themselves recognize. the jusâ€" tike of the reqnirefient'ifid the Civil l‘ TF {h; | o Sptvice regulations, vi:.. that they shgall | demonstrate ~ their ability, THE HIGHLAND PARK PRESS, HIGHLAND PARK, ILLINOIS 5 eubic yards of concrete, reinforced with. :gv*nty five. hunâ€" dred (7500) pounds of square, deformed steel reinforcing brxrs. for one (1) ntain::x wall, footing two (2) feet high, ten (lognfflet wide, fortyâ€"six (4‘3 feet lonf. The {mm"t tfefh:tig t of( zgdl ffi!:eon feet three inches ( 5'2")'.;‘ en ortyâ€"six eet, average thickness one: foo seight (118") inches. ;Zm'li‘w. three (S)mh one foot thrés (1‘8") inches thick, and fortyâ€"six (46) feet Jonk Coping, six (6) inches thick, one foot seven inches (1‘7") wide, and fortyâ€"six (46) feet ten (10) incBu long. Inâ€" cluding all excavation, backfilling, and removal of all surâ€" Blus excavated ma lsseomtwmd complete, at Twenty f ollars ($20.00) pPEr CUbitâ€" YAFG . ...........l....2.,l0icccsueeeeseecnaminines TThe following tile pige drains‘ shall be constructed ° of vitrified, saltâ€"glazed, hub and spigot tile sewer pipe of the inside diameter as | indicated gwy the size: stated below, including connecti to catchbasins and manholeâ€"catchâ€" basins, all trenching backfilling the trench with sand from the bottom of the trench to the undersurface of the paveâ€" ment; joints of â€" ar composed â€"by vol& of, one (1) part Portland cement and two (2) parts sand, mixed with sufficient water to a quaking mass, tgé al of all surplus excava materials ~The dep the (tile pipe drains refers OT the flow line of said tile pipe drains. T lineal feet ‘of eight (8) inch tile l{lpe drains, ‘laid at an aver:‘gn depth of and oneâ€"half. (6%) below the top of the pavement, complete in place at Dollar Ninéâ€" ty Cents ($1.90)° per lineal 1006 ...............»â€"/ssaccr:sinnvecninentacrionney ‘r 300,000 Applications for This Consideration Have _ Been Allowed ST:ce j Armistice® / 9 lineal feet of twelvti (12) inch tile Fi dra'{nl. laid at an ‘average ‘depth of nine and oneâ€"h _?:%) feet below the t causes, Neither must it be conâ€" ed for a moment that:every: man gerved his country is to receive ippointment. It must neither, also, ts. fiogc%%.;sim:‘i:fig a'lld’exe:’v'nti o ral of 'ull%u “t;c ca ns sand," an _ ? yated materials, and cover set to grade at One Hundred en Dollars" ($110:00) B&CH ) .*..;.â€"â€"â€"â€"£..csonmenenenied ons e rabe mablednna digies rew combined manholeâ€"catchbasins, constructed of to is D mnsansant anra uie anran . part: ‘0° parts t9us (o) parte gravad or ararhed .::g' with suf. ficient water to make a quaking | i ~diameter (4) feet, side walls and bottoms eight (8) Inches thick, inside bottom three (8) feet below flow ‘line of lowest drain where located, average depth nine feet six inches (9‘6‘") below the ton ofi&a curb where located, each manâ€" h_ole-eazhbuin furnis with an asphaltic coated: cast ironm catchbasin cover consisting of a frame weighing three hundred ninety (390) pounds, and a perfon‘zed lid weighâ€" ing one hundred fitt{ (150) pounds, average thickness of metal one and oneâ€"half (1%) inches, including: all, exâ€" cavation, b:ckfilling around manholeâ€"catchbasin with sand, and removal of .all surplus matérial from manholeâ€"catchâ€" basin excavation, constructed ‘complete ‘at One Hundred Twenty Dollars ($120.00) G@&CH ............_.5...0,ommerrorentneninntacne CIVIL SERVICE . WORK The following retaining walls located in Oak Knoll â€"Terâ€" m‘, shall db‘e”;onstmcteddoffl"qein!o;e’ed concrete. â€" The ings an gm n C: ning walls, railings, and copings, uhnfi ‘composed bg::fiume of one (1) part Portland cement, tv{‘o (2) parts sand, and four (4) parts gavel or erushed stone. The portion left exposed after ickfilling of the retaining walls, railings, and ings, to a‘ depth of one .(1). inch, shall %e co_gstrumdfg mortar composed by volume of one (1) part Portland cement and two (2) parts sand. Both mortar and concrete: shall be mixed with sufficient water to make a quaking mass. Diâ€" mensions as stated. below. elgie. Palr § c eubic yards of con¢rete reinforced with thirty seven hunâ€" dred (3700) ids of square d;tormed reinforcing steel bars, for one !1) retaining wall; footing, two (2) feet hfi seven (7) feet wldewld twenty seven (27) feet long:. average height of wall, twelve (12) feet, length twentyâ€" seven (27) feet, rage thickness one foot six inches (1‘6"). _ Railing, t (3) feet high, one;foot three inches (‘8") thick, and ntyâ€"seven (27) feet long. %" six (6) inches thick, one foot seven inches| (uz) wides and twentyâ€"seven feet four ‘inches (27'4"’1)! long. Includâ€" ing all excavation, backfilling, and removal of all us excavated materials, constructéd complete at Twenty = lIars ($20.00) per cuble YRIC .;.,..........o..â€"crsmchcanermmentrntethomnbncem lverur‘ ‘depth of nine and oneâ€"half (9%) feet below the top of the pavement, oomlfleto in â€" place .fi Two Dollars Fifty Cents ($2.50) per lingal fO0% ............c.sonef iess a | I } lineal feet of twent%-four (24) ‘inch tile pipe drain, laid at an average depth of nine (9) feet below the tfi‘pyo!,fllo pavement, complete in place at Three â€" F: Cents ($3.50) per linealâ€" koot Tesenerire thereicsninehpinarinnetsedenteutons in iamedaceneres cubic yards of c&tcjreu for one .'(IL"‘* to be conâ€"| structed in the ravine south : of 16, (10: : feet long, eight (8) feet high, top oneâ€" 'i‘l) foot thick, i two and oneâ€"half (2%) feet thick. The portion shall composed by volfme of one (1) part P nd cement, two (2) parts sand, and four (4) {:rm gravel or, crushed stone, m{ied with |sufficient. wa to make a quaking mass; the portion left exposed after , to a depth of one (1) inch, shall be constructed of m composed by volume of one. (1) part Portland cement and two (2) parts sand. Both concrete and mortar stll ‘be mixed with sufficient water to makea quskln& . The bottom of |the wall shall be three (3) feet below the flow line of !the outlet tile pipe drain, where loclfid Including RANS GIVEN ¢ FIRST PREEERENCE Force Reduced T0 TV through examination, to hold positions to which tb&y are appointed. </ . Want . Efficiency 1Ad These men whoâ€" risked their lives for the good of .the Nation and for the maintenance of the Government, also desire that the Government be conducted in the most‘efficient manâ€" ner possible,. For the fiscal year past, 1929 . nppj,intments were â€" made, through e nation, to "ponition; of rural carrie&. Between May, 10, and July, 1924, the Post Office Department reported ©12,528 nominations for apâ€" pointmeéent as the result of, examinaâ€" tions for postmastership at first, seeâ€" ond and t,;md class ‘offices. Of the total number nominated during this period 2164 were exservice men who were given preferense in the ratings as prescribed under the general proâ€" visions of the law. vi# Public notice is hereby givqn that the Board of Local Improvements of the City of Highland Park, County of Lake and State of Illinois, has filed in the County Court of Lake County, Illinois, a certificate that the, followâ€" ing improvement has been completed, and that it conforms substantially to the requinnLents of. the original .orâ€" dinance for the construction of the same, toâ€"wit: The construction of a connected tem ‘of sanitary sewers in County Road, Green Bay Road, Ridgewood Drive, Braeside oRad, Marâ€" ion Avenue, Oak Grove Avenue and Burton A e,all in the City of Highâ€" land Park, County of Lake and State of Illinois, Highland Park Special Asâ€" sessment said Court Docket No. 283, and application: has been made to Court to ‘consider and dct:miu whether ‘or not the facts stated in said certificate are, true. These: flzTujes are a. typical indicaâ€" tion of the definite .way : that the veteran pr*fermce law and regulaâ€" tions operate, â€" y ps 4 That a hearing will be had upon said Mh Monday, the 10th day NOTICE 2,400,00 1,700,00 660.00 720,00 47.50 70.00 of August, A. D. 1925, at the hour of ten (10) o‘clock" in the forencon of ‘said |day, at the County Court Room of said> Court, in the County Court House, at Waukegan, in said Lake County. |~ ht g?" 7 12000 square yards of parkway to be leveled, smooth, rolled, _‘ lumps broken up, cleaned of all rubbish, and qrr{plui maâ€" teflnh,mdhndnkeflflgnmmu ve Cents (0,06 ) pEF | BSQUBRDO YREO .:3.â€"../,.â€"1» 030152 ieerwis . iemarsni¢her se tevee sepane uind Awdmfiéflo{amjofity‘olthefmuputhbuudhflumnu , wherein said work is to be done, may, within ten days of the date hereof, elect.to take said work and enter into a written contract to do said work at ten per centum less than the price at which the same has been awarded. day. â€" Objections may be filed to: said apâ€" plication on or before the hour of ten (10) o'clegk._ in the forenoon of said FRANK L. CHENEY,â€"â€"â€" . Nt %PH B. CARD, 7 LYLE GOURLEY, Board of Local Improvements of the | City of Highland Park.. . ___| Dated at Highland Park, Illinois, July 23rd, 1925, s 21â€"22 2808 lineal feet of eight (8) inch tile pipe laid at an ayâ€" erage depth of six n& onaâ€"hflfpé:%m below th‘:up j of the curb, complete in place. at Orie Dollar Ninety Cenis ($1.90) "per Mingial L006 ,.â€"â€"11..00.~cxliverinthtins nean ty cAnrah arwionnnnniiazn um ] ; Aenpiie." City of Highland Park. Dated at Highland Park this 30th day of Julyi.t’n;s. : & 1125 lineal feet of six (6) inch tilgelplp" drain, laid at an f average depth of four (4) feet below the top ‘of the curb, ‘complete in place at,. Ninety Cents ($0.90) per lineal foot s NOTICE® Public notice is hereby given that the Board of Public Improvements of the City of Highland Park, County of Lake and State of Illinois, has filed in the County Court of Lake County, Tilinois, a certificate that the Aollowâ€" ing intprovement has been completed, and that it conforms substantially to the requirements of the original ordâ€" inance for the,; construction of the same, toâ€"wit: The construction of a connected. system of sanitary sewers in Burton Avenue, Pleasant Avenue, Broadview Avenue, Green Bay Road, Roger Williams Avenue, Highland Place, Washington Place, Blackstone Place, Nortkimoor Road and Flora Place, all in the City of Highland Park, County of Lake, and State of Tilinois. | Highland Park Special Asâ€" sessment of| said Court Docket No. 282, ‘and that application has been made to said Court to consider and determine whether 6r not the facts stated in said certificate are true,. That a hearing will be had upon said application on Monday the 10th day of August A. D. 1925, at the hour of ten (10) o‘clock in the forenoon of said day, at the County Court Room of said Court, in the County Court House, at Waukegan, in said Lake Ma # v f tot 1254 lineal feet of ten (10) inch tile pipe drain, laid at an ayâ€" erage depth of seven (7) tmbdowthewaoftbmb. ?::)llet;& place at Two Dollars Ten Cents ($2,10) per 83000 square feet of new concrete sidewalk app 128 lineal feet of twelve (12) inch outlet tile v&drd-. laid «at an average depth of nine (9) feet below surface of the mnd complete‘ in place at ‘Two Dollars ($2.00) <~>.. per foot ke¥¥ernarnd whies siptieted t tavqiie s voannnt (Obainrtnn mtc pden aviaanieniecinannats 191 trees over six (6) inches in. diameter, to be cut down, stumps grubbed out to a depth of one (1) foot below the y com in p & surplus excavated material from the site of the improveâ€" ment, at Five Dollars ($5.00) @BCH : ,........s=â€"sssmssepeereemmmmmeess 46 lineal feet d(t'weutiy-four (24) inch tile pipe drain, laid in bottom of: ravine in ‘O@k Knoll Terrace, at an‘ average ~â€" depth of four (4) feet, complete in place at Two Dollars ($P2.00)â€"â€"pEK . HHORL AOOR â€"...».;:% x «m woumy ind aneganintarrenantbannnanpeng xaanige woukee 36 19 cuble yard The following tile pipeâ€" drains shall be constructed of vitrified, ult-elded,k’::bnnd spigot tile sewer m laid with open joints, of the inside diameter as by the ‘size stated below, including connections to catchbasin and manholeâ€"catchbasins, all trenching, backfilling «the trench with earth, and removal of all surplus excavated materials. â€" The depth of the tile pipe drains refers to theflwlinooltheuldtflep:rdnu All sewer pipe fifteen (15) inches and over, shall be double strength. all excavation, backfilling, removal of all excavated maâ€" terials, complete in place at Twenty Dollars ($20,00) per kok ceat lron Pipe.qutet drain: lidl Rt wh average depin ou . an a Elf;‘;fif (ltS) ‘feet.pvlr}:hilead a’nd flkt::: {du“:'::{"m.?: oot length of pipe we undred > (88%) pounds, includfi:g"alfuumnchif(, *h&fl:’ the trench with earth,. and removal of al n!ghu excavated materials, laid complete in place at Three rs Fiftyâ€" body concrete shall be four (4) inches thick, composed by volume of one(1)part Portland cement, two(2)parts sand and five (5) parts gravel or crushed stone; and the wearâ€" ing surface, which shall be. oneâ€"half (%) inch thick, shall be constructed of mortar composed by volume of two (2) parts Portland cement and three (3) sand. : All morâ€" tar and concrete shall be mixed â€" sufficient water to make a quaking mass; including all | Â¥ation, r.dlnz, furnishing and placing the cinders, and removal of all exâ€" cavated materials, complete in place at Thirty Cents ($0.80}. PEF â€" SQUBREC _ LOOE | â€",...0is,:~+«<coaccâ€"s eeisero snn Canermnnapmamamen qrrnity connection to t storm sewer in Sheridan Road, at (e:g og;»rth nd of Osk Enoll Terrace, at Five Dollars constructed on a layer of cinders six (6{ inches thick; the width of the sidewalk appromches shall be five (5) feet, except at the present -i£vnlka where shall be se widened as to meet the present walks at right angles. The Five Cents ($3.55) per lineal foot valve vault covers and manhole covers to be adjusted to grade where located, at Five Dollars ($5.00) each........... Protection of all joints on the improvement, with bituminâ€" ous cement, lncl::lin the first m:xpliation of said cement to the longitudi }int and nuinri:ghuu cement on ?g) all joi’:s including contraction ¢ to’ {:r tht:” two ntenance period rovided for â€" ficad‘ ons for this improvment,,'l't, Three Hundred Dm fications fo ($300.00) . TOTAL OF BID . asilavle cus icfi hnd w lt iess ts cce arine n 6 Fyst S#;(UEL M. HASTINGS, j ANK L. CHENEY, J%BEPH B. CARD, LYLE GOURLEY, n Board of Local Improvements of the Objections may be filed to said apâ€" plication on or before the hour of ten (10) o‘clock in the forencon of said day. 2# the County Court Room of said Court, in the County Court House, at Wauâ€" kegan, in said Lake County. Illinois, a certificate that the follewâ€" Ing improvement has been completed, and that it conforms substantially to the requirements of the original ordâ€" inance for the construction of the same, toâ€"wit: The construction of a sanitary sewer system in the south= east portion of Highland Park. Highâ€" land Park Special Assessment of said Court Docket No. 278, and that appliâ€" cation has been made to said Court to consider and determine whether or not the facts stated in said certifiâ€" cate are true. That a hearing will be had upon saidâ€" application on Monâ€" day the 10th day of August, A. D. 1925, at the hour of ten (10) a‘clock in the forencon of the said day, at Objections may be filed to said apâ€" plication on or before the hour of ten (10) o‘clock in the forencon of said day. of the City of Highland Park. Dated at Highland Park, III., July 28rd, 1925. _ 21.22 the City of Highland Park, County of Lake and State of Illinois, has filed in the County Court of Lake County, SAMUEL M. HASTINGS, FRANK L. CHENEY, : LYLE GOURLEY, JOSEPH B, CARD, Board of Local‘ Improvements of the City of Highland Park. Dated at Highland Park, IL., July 28rd, 1925. 21â€"22 Public notice is hereby. given that the Board of Local Improvements of Board of Local Improvements SAMUEL M. HASTINGS, FRANK L CHENEY, LYLE GOURLEY, JOSEPH B. CARD, NOTICE PAGE FIVE $ 36,069.20 2,688.40 1,040,.00 1,012.50 4,885.20 12780( 95.00 it #1 ¢ | §#