The following text may have been generated by Optical Character Recognition, with varying degrees of accuracy. Reader beware!

RT eCV NO mpmt TPRY CE CHe d in this > t shall be conâ€" fiidvmwd structed of grey iron, free| Road and from seale rfections, jand| thenceâ€" nor said manhole co $ shall weigh five| wood Drive Each of the ca n covers proâ€" vided fo‘g in . this b;inmcnt siall be constructed of t-c%:- grey iron, free from : scale. rfections. â€" catchbasin 1'1 -fiu weigh hundred forty 1(540 pounds, and be of" the itns as shown in detail on Plata 9, and shall be The ‘fifi* leovers provided for All water , in mixing | of concrete or | s be clean and fi'g‘fn- M 1, ofr vesbe_ ta matter;} s ‘for the msfu whichlit is used. | ;‘. air ?&;&;F -i(;x" fi ;fl:i:éx?-{'dl water for‘ lays, Â¥ an l'“ ngile strength :"M'm pound w.qux, WATER : f 1 All cement ’ ded for under. t!n‘nl ordinance : shall firstâ€"class Ameriâ€" enpenercnd emibes and thatl Pouns + ? m â€"two / cen (92%) will pass ap:rtandard umber .100 siev ving ten thouâ€" E:ugxoo) square inch. posed by volume bt molr)ur rcto 3 said Portland nt rand thr?e (3)‘ parts of clean tofped4 sand, cxposed CEMENT ‘.. All gravel l:)er he%.:]toz: h:rein provided to $ e _ durable, t;mzh gravel olr’le cru:h.f?] limestone, free n» vegeta or othâ€" er, deleterious Ratter. The size‘ of | said gravel or hed stone shall be c;ch as to passl a two and oneâ€"half (2%) inch opening, and shall range from{thatl size down to a size that will pass $ oneâ€"half ( *) inch rirg. Not mord than five per cent (5%) shall be I1l enough to pass a screen havi our (4) meshes per lineal inch. 1 _ gravel <shall be shipped to the j§b in éars or trucks loaded in such r that the tcr of the. gravel of crushed stone will | present a fair sathple of what, the enâ€" tire car or truck konthins. _ *â€" tain no vegetailleâ€"nor other deleterâ€" jous matter, nof more than two per cent (2%) bK vright of clay or loam. GRAVEL O USHED STONE. All sand he provided to be used shall be clean} coarse, sharp sand. Said sand w dried shall pass a screen having Tohur (4) meshes per }‘inod inch, u;d q’st)u;:re t“l’un tdwenht.yli ve per cent said san pass a sieve ha fifty (50) m&hes per linegl inch. § Said sand shall conâ€" tain" no vegetable nor other deleterâ€" tous matter, more than two per cent (2%) by wkight of clay or loam. Under the m for hardening gnmem ‘shal m ns onger if 1 essitate. SAND. _ If water if. used for curing, the pavement eurb shall be! covered with earth to § depth of not less than twoi (2) i and kept wet: enough ‘to form mud fbr a pericd of ten (10) ork mterem fie incomant chay be| in pavement s floodéed with r not less than two (2) inches in dapth, for a period of ten (10) days. As i.smm the mfi%fie conâ€" crete to preâ€" vent pittinig; lhl{] be sprinkled with water, and itishall be kept wet until the calcium oride herein provided for curing, placed thereon,. â€" As .soon &it done without marâ€" ring co the l]urtweb of bt‘hfi vement integral curb s Eu evenly spread thereon two and oneâ€"half (2 _pounds of â€" calcium chloride to e square yard of pave-] ment. : As an al "gve“t‘o";a;d-umping. hflm‘, ro andwbeltihg:fl'. a g::' may beused, of a deâ€" (l:ifJn a lg the (Engineer. RING ANb Prorscring‘ concrete be floated.‘ For floating, & i wooden float may be used. Said Moat shall be constructed of three (B inch b’y twelve (12) imch plank, Isix (6) feet long.. The edges shall rounded off to a ‘three (3) inch â€"_ The finishing side shall be pl so as to have a smooth surface, or be finished with sheet metal. . f After thel rolling or filoating has been comp the surface shall be beited, and t before the concrete obtains its inlftial set, it shall be glven a final beltirig to produce a uniform surface of gritty texture. After the ed it shall brought to means of a all voids a cr;te is tho mmedia: ie oomer face " appro: length, not. nor more 5 diameter, one hu and thmfi the end of FINISHIN bar Joints in h m gm le b 'Wp:%t. placed no# less shall be Brovided with is / Ctivmn t width, â€" with asphaltic felt, exâ€" :?dhc m the bottom to u.t.’ g:g ; and h. the entire width said vement,‘ shall be placed (30} feet apart and norâ€" Posed parkment: exerpe toae the pige , excep in t ntegra § | h.n'{.;.':d in. Said‘ expansion 50‘““1 PAGE (Captinued from m mrt‘ée;ig ;?: conâ€" preâ€" p lhl{l mw with shall be kept wet until EDGW has been depositâ€" th"knkd lfilh.at’dhposo:gd trikeâ€"board or Inte. m‘lti)l' t favorable conditions hllbe b:lt ‘::ather. the osed : to ventyâ€"one (21) 2,,, rather conditions neeâ€" NOTICE F 300 0+ WbP datl cetmaiatle Auidhaceea s 24 "E‘¥ o) in County Line Road,. thence , northâ€" _Square | weste ?’ in said Burton Avenue to ‘ p BneJ Road, thence ‘west in said t Braeside | Road. to Burton â€" Avenue ting of| (north of Braeside Road), thence ‘an and| northwésterly in said Burton > Aveâ€" t vegeâ€" m‘ht:'a line six (6) inches south or the| of the north line of "Braeside"; : | BRAESIDE ROAD, from and conâ€" t nectingi' wi:‘l: the her:inu;b:fc;mw proâ€" t‘s > posed ‘improvement a ntersecâ€" t :m tion of uli’d Braeside Road with Burâ€" y iron,| ton â€" Avenue. (north . of Braeside etions.| Road), thence. west in said Braeside weigh Road to its connection with the hereâ€" s, and | inafter C d ‘ itmprovement <in shown Ridfi'm: page 7) AIVUGELWUOD. DRIVE, from and connecting with the existing concrete Evemem_ at the intersection of said dgewood Drive with Green Bay Road and said County \Line Road, thenceâ€" northeasterly in said Ri wood Drive to its connection with the TO THE BOARD OF LOCAL IMâ€" PROVEMENTS OF THE CITY OoF .HIGHLAND PARK) ILLIâ€" NOIS, F â€" 9 GENTLEMEN : . ‘\I herewith submit an estimate of cost for the imcruvement of : BURTON AVENUE and BRAEâ€" SIDE ROAD, from and con'necting[ with the existing macadam pavement RIDGEWOOD. DRIVE Attest: ‘SECTION VII, â€" That this ordinance shall be in 1@1‘-«3‘ from and after its passage. ' FRANK,.L. CHENEY, & s #% Â¥. â€" j> . /s Acting Mayor. gECTTION VI.| That all ordingnces or parts of ordinances conflicting with this 0 c'e,heandtheumqare hereby repéaled. © 1 MEAipSPND We ebgl ns t E5 tar doats t t SirsctsizndP Hadd rins vyavement, removing all ‘| in the manner and at the time and surplus excavated materials, cost of rate of interest as provided by law.| engineerin services, and all lawfy] | And for the pur[:ose of. anticipating | expenses tending said improvement, | the: collection of the second and sucâ€" all in the ity of Highland Park, in |ceeding installments cf said assessâ€"| the County of Lake, and State of | ment for said improvement, bonds| Illinois. _ | «, n vif shall be issued payable out of said| _ The natyre, chnracter,‘local;g, and installments, bearing interest at the| description of said proposed local imâ€" rate of six per cent (6%) per, annum, | provement| are more: particularly payable annually. Said bonds shall be ‘shown upon .the drawings or lates issued: in accordance with and Shallâ€"designated Plate No. 1, Plate Ro. 2, in aN respects conform with the proâ€"| Plate No. 3, Plate No. 4, Plate No. 5, visions; of ‘said Act of the General| Plate No. 6, Plate No. 7, Plate No. 8, Assembl{ of the State of Illinois, as| and Plate No. 9, attached hereto and now in force, and shall be signed by | made a ra of this estimate, includâ€" the‘ Mayor and attested by the City| ing al labor and materials, â€" cost of Clerk under the corporatée seal of said| engineeri services,; and other exâ€" Criey..: °; + penses necgssary to construct said loâ€" tsyE(‘ ‘TION V. .That the Corparation | cal improveéement being: as follows, to Counsel of said City be and he is | wit: : ‘ hereby directed to fileg petition ‘in Estimate _ § the County Court of Lak County, Illiâ€"| 16,500 s?ua e yards (measâ€" nois, in the name#â€"of the @lty of fiigh- ured from edge to edge} â€" land Park (praying that steps may be| â€" of E“e t or‘ back tio taken to levy a ial assessment forl back of integral curbs), t « said imprevement, in accordance with} . of one (1) course reinâ€" the provisions of this ordinance, and : â€" forced crete ~paveâ€" ) in manner préscribed by law. 1 : mank WitH Intadrent anak ~ 0 MCWpiie wirlant Cicatinctonittbert Pvacbal s oo | o o. CZn ano that _said sum ‘of six|‘ Road northérly to the north end of | thousand nine hundred sixty ($6,960.â€"| . the pavement in Bunonmue. 20 | 00) dollars, shall be applied toward ‘feet; from Braeside , id southâ€" | the cost of making and collecting said easterly in Burton Avenue to Counâ€" assessment. ty Line Road, 59 feet, the easterly | _ _SECTION IV. ~That the aggregate _curb béing |omitted; including the amount herein ordered to be assessed said pavements around a ttiagsvlar against the property and also the asâ€" park at the intersection of : urton sessment on .each lot and parcel of| â€" Avenue| (notth of Braeside. Road) land assessed, shall be divided into| with sai Bra¢side Road, which shall ten (10) installments, the first of| be 20 féet. . | | which installment shall include ten| ALLEY VEMENT shall be 16 feet per cent (10%) of assessment; toâ€" wide from edge to edge, the curbâ€" gether with all fractional amoun ing being omitted, â€". _ | 2 and the aggregate amount of each 0 The pa ments on all curb corners the remaining installments â€" shall be| shall beâ€"widened along curved +lines, â€"equal in amount and muiltiples of one including curing with water or calâ€" hm‘xfired ($100.00) dollars. â€" Said. inâ€"/ cium chiorFide ".. . _1 ,s/ 8 °CY PY Cal« "| pr ents of the City of Highland xt Erk; Lake Conut_R.miiois. s 3 6 TION II. 4( t the recommenâ€" dation of the Board of Local Improveâ€" ") ments of the Cit{ of Highland Park, ‘} Lake County, II inois, pmvidinfi fgz said improvement, together with t * | estimate of the cost thereof, made by »] the Mayor as President of the said ‘| Board of Local Improvements, : both I hereto, attached, be and the same is | hereby‘ approved. ioA rant " ,SECTION‘HQII. That said iniproveâ€" ‘| ment shall made and the whole ‘| chst thereof, including the sum of six ‘| thousand nine hundred sixty ($6,960.â€" | 00) dollars, (being the. amount inâ€" €luded in the estimate of said Mayor |as President of said Board of Local improvements, hereto attached, as the cost of muling and collecting the asâ€". sessment Nerein), be paid for by speâ€" cial assessment to be levied upon the property benefited thereby to the amotnt that the same may be legally assessed thorefor, in accordance with the provisions of an Act of the Genâ€" eral Assembly of the State of Illiâ€"| nois, éentitled, "An Act Concerning | | the Local Improvements,"â€" :p‘froved June 14th, 1897, and all amendments|| thereto, and that said sum of six | thousand nine hundred sixty ($6,960.â€"| 00) dollars, shall be applied toward the cost of making and collecting said assessment, © 'rC. MUSSER, ' Acting City Clerk. iled March 20, 1925 paee ui viul iC € ue neuier o terain th Un c3mporrn s Q ie iinedt Wl ntaih, o hicrie ds cavated material and rubbish of every| C L%; description shall be removedâ€"fromi the| _A t j ‘;l’be.,allen 1 site of the work. . No improper maâ€"| north terly . direction terial shall be used, but Jl’ materials | said Braeside Road with o{. every kind shall fully conform to} Line Road, from and cor 4 MA OLnrrtreth creze . prbbg o the I7C upintr nB Rericnnet stotctedie id dsc d 213 4 + All ‘of (the improvement herein proâ€" vided to be mndz shall be made in the best â€"and| most substantial and workâ€" manliklle .manner, and all surplus exâ€" P‘I’l'riii'fi"s. ‘ i Al ti pipefltt"i:fiumchnpteu Y‘s, curves, etc., s conform in df respects to the specifications for tile sewer & ; MeAreCE cq&n_{%ftp OF IMPROVEMENT i_l_hperfl beâ€"coated with asphait. sSEwen pipg, **" hundred fort ounds," be conten wit’h. (m‘wundl, and . shall ESTIMATE and the combined height of the jntegral curb and pavement shall be thirâ€" teen (13) hes, excegt that the combined height of the westerly integral eurb and vement . on Burton Avériue, south of Braeside shall be from fo n (14) inchâ€" es to twenty (20) inchâ€" es. The co te for the mement for â€"the y e# the curbs shall <+be composed by volume of one ((1) part Portâ€" land cem t, twoâ€" (2) parts sand,! and three and oneâ€"half (3%) parts gravel or ed sfone. The ex portion of / the cu ‘A depth of oneâ€"half (%4) inch shall be com by volume . of one &o)a Portland cement /. *wo ~(2) parts sand;/all of ‘said pavement shall be reâ€" inforced with forty (40n)} and o'ne-lml vel or The sx the cu * oneâ€"half (Â¥4} be composed six| BRAESI 0.â€"*‘ Drive inâ€"|‘â€" north yor| _ nue cal nue the | RIDGE asâ€"| â€" Road phe- ingl.: he ; he! Ah 16,500 s?ua e yards (measâ€" ured from edge to edge of Eave nt or‘back to back of integral curbs), . of one (1) course. reinâ€" forced crete ~paveâ€" ment with integral curbs. Pavement! shall be cight (8) inches in thickness througho the entire width of |pavement beâ€" tween c faces, and of the width as shown on . the attached plates. Said jintegral éurb shall exâ€" tend _ fiv (5) ~ inches above the |top surface of the adjoining pavement, excépt th :esterly curk on Burton| Avenue, sout of Braeside Road, wg:ich shall extend from six (6) â€" inch to â€"twelve . (12) i s above the tor surfate of the adâ€" joining pavement, shall have ‘an average thickâ€" ness of six‘ (6) inches, | : The pavements on all curb corners shall be> widened along curved +lines, 7 including ring with water or calâ€" cium , chlovide, protecting, 'tleani:xfi said prope pavement, removing surplus excavated materials, cost of engineering services, and all lawfpt expenses attending said improvement, all in the City of Highland Park, in H:g County of Lake, and State of MARIO . Aven BURTO ‘Road no ._the pa ‘feet; easterly ; . gm SS n ep Cuve" | ment in said Braeside Road, thence | southeasterly to and connecting: with said existing mlcgou.m pavement in $.% ~*". _gAka y grv » grading, excavating, rrepa & the subgrade, érdn’ing, rakâ€" ng the parkways, adjusting manhole covers |and valve. vault:‘covers, conâ€" struct oncrete sidewa&lk approachâ€" es, congtructing bituminous ‘Xmaccdfim approa¢ches, |. constructing | © outlet «drains, | cons ng manholes, ‘cbnâ€" structing combined manholeâ€"catchbaâ€" sins, constructing integralâ€"curbs, and paving |with concrete; the widths of said pavements from edge to edge of pavement ‘or| back to back of inteâ€" gral curbs, gnll be as follows: RIDGEWOOD DRIVE firom' Green 1 Bafi d to Braeside Road, 28 feet. BRAESIDE â€"ROAD | fromn Rid{oewood ‘| Drive! to ‘Burton| Avenue the north, 20 feet; from Burton Aveâ€" nue to the north, to Burton Aveâ€"}. nue to the south,; 36 feet. . RIDGEWOOD DRIVE from Braeside | Road to Oak Grove Avenue, includâ€" ing the paverments around a trianâ€" | : %‘.’,l,“ park |at the intersection of md“ ME S eb '-firi-uv auu;lwg;;ul ig: $ ve an es Road, land a circular drive at ‘the inte ion of said Ridgewood Drive fAind said Oak Grove Avenue, 20 feet. ARION AVENUE, and Oak Grove Aven 20 feet. y 3 JRTON AVENUE from ~Braeside ‘ ls_oad rtherly to the north end of i hereinbefore ct,. : | o eomen o io en ons VEMENT shall be 16 feet m ed‘ge to edge, the curbâ€" omitted. + | 4 forty (40) THE HIGHLAND proposed ’inm'provejn;n' i t PARK PRESS, HIGHLAND PARK, ILLINOIS + f “ i I I !"l Whemg P Aigbaje ols o _ hundred . (100) u&fis feet jof panmn# \Exâ€" . pansion . / joints threeâ€" © is _ (3â€"8) inch in Is. 106. siail be pleons ie man e 7 Y & f and normal to the cenâ€" ter line of the pavement, . ‘shall extend through the ‘ 0 _ pavement, excep that the joints thro«:fih, ~‘the entire width of ‘the. integral curbs, and paveâ€", ment ‘under ~said ; inteâ€" ‘ gralâ€"curbs, from the botâ€" gmth:f{o t.h‘:f )&:‘wment . shall besfeifit c_leak'm_}:tf 1 . open, : | â€"| expangion ‘joints shall ‘Be provided ‘with three-dulr'ar& (% % inch'fmooth round . stee}â€". bars, two (2) feet |long, ‘placed / thru the : joints,. spaced ~two ‘ ‘(2) feet apart, embedded in | the concret¢: and â€" extending eighteen (18) inches inâ€"‘. to ‘the. concrete on one side of ‘the joint, .and the ; remaining portion into the concrete on the other; aide of the joint,. and the> latter shorter ggrtion of said bars sghall dipped in hot asphalt so as to form a coating pf said asphalt oneâ€"sixâ€" teenth (1â€"16) inch thick around |said bar, | and threeâ€"eighths (3â€"8) inch &‘i UE problem of than the Illinois Bell : Telephone Company CONI toâ€"day is the one of Y8 growth. To take care â€" 35,0( of demands for new } service we must build â€" .We 8 new plant constantly and this requires 1O pl new capital in large . Ags amounts. To obtain teler * One Policy CITY_~ boundaries and 'state lines are â€"4 no barriers to the long distance teleâ€" phone, which reaches more than 70,000 each Everywhere _ _ via Bell Lines ILLINOIS BELL TELEPHONE COMPANY [ 00 ~BELLsysrem One Policy |â€" Ohne System " â€". Univaset a.. s . communities, â€"â€" i In the Bell System are more be ‘provided with < eighths (6â€"8) ‘nch round ;lefimpd‘ :fieea“ (‘)1 feet â€" fo'nt. spaced | five (5) feet apart, em in _ the Mffle \ and ‘placed t‘,fl‘“‘ in said joint provided t reâ€" for. ~The sheet steel may be left out of said joint er respects conf. 8); the lbozgmd“tbe;c . crete . on one sid of u& joint, ;and | the | frace ‘of tht; ‘ co j painted | with ~asphaltic . cement; before: the conâ€" crete‘ is lajd on‘t_:he othâ€" er side of said joint. The . concfet;‘in said | eâ€" | ment shall be A the use of: water or two‘ | and _ oneâ€"half . ((2%) | pounds calcium chloride | puU in width shall be (proâ€" vided~ with two (2 said trapezoidal § which shall be mad number ‘ sixteen â€" (16 gauge sheet steel, seven and oneâ€"half (7%) nchâ€" es â€" wide after, in ressed into shape; ‘5 gdnt shall be . t 4 zoidal in shape, and shall thick on the end of b'f" itudinal ;oi:tfi:'.h | & 1 is Strucfed along ‘the ce ter line of proj concrete pavement, ‘exâ€" cept that pavement more than thirtyâ€"six (36) feet l new manholes construct. ed "of Portland cement concrete composed :b' inagedoge + «ceme 0‘ 15. .ipere." erave ~pa& gravel :‘ or crushed! _ stone, mixed with sufficient water to yard ulncient water to â€". â€" (éoninned on page 11} and re THURSDAY, MARCH 26, 1925 $66,000.00 12,750.00 1,750.00 #1 <¢.* THU 925 m."& of t« an ":MQ": € (7) feet, 1 es ERICK, _ ng (9) £ furnis io the co xhne ing}three 390) one s yompored Th s of one. (1) Pokland cement, tw« garts gravel or cru oBe Mw t'ifi“ c w 0 q Uay .m‘, ilfi mikt four {4) . id lis and bo ight (8) inches 4 botomi three (3) fee o where ovated mafiholeâ€"catchbasih â€" . vithaeufi ghing three hos ons R h6 ora‘ hufidred > fifty ~ i polinds, average 1 neks of metal one ixteenths (l’ ndbes, including al caription, filling a: nakd and removal « c mn $125.0 tile p‘i: dull“ I a ’d: (l‘i Leet, in plm. 1 ‘lineal foot ... (8) inch tile pe at an average it Coome 1 at Smpc | Fresh Calves, Friday PHONES DAl the Ib. .â€" Flank Steak the . Ib. $ 4 Homemade | “g’m wen xn Blue Ribbor I Fresh White Fish, 1 Best Native: the 1b. ...«‘ Fresh Pork 1 the Ib. . Fresh Lean | dog Lood, Jb Leg Veal Ro: euts, the Ib. quart . jJar . Pork Lyin Ro tht Ib. uwl Strong Ame! in 2 Ib. cuts, Breast Veal 1 the Ib.| . the ~ material â€" eâ€"catchbasin 19 ‘GR NoTH Leg i Wit n ma io o met »ths jred av rom 5.00 H