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is a reellon a glass screen vigible in broad dayâ€" l as at night. Many of the . at the ¢xposition are also ojector} which is known as the census jof 1923, the bakâ€" , beainfs consuming 31,â€" fi;fels of flour valued> at , used :other ingredients mption of in the United as declined per cent since ys the ‘ t of Agriâ€" and in seeking the reason it it flour is tow used more efâ€" and that the quality of wheat i steadily pmeI two cirâ€" ces to exp! the baking of ith less f than "the kind ther used fo make." As the ent puts it, other ingredients ur may now form larger proâ€" * in the domposition of the fial wheat loaf. On this point data are not available. It is othing however, that ac¢ordâ€" vities of virtually all of the f ments in the Governâ€" ing at the Sesquiâ€"Centenâ€" fMational exposition, in Philaâ€" .t. demonstrated to the visiâ€" exposition by means of a t motign picture machine without the aid of an éat, but that the average curâ€" gamption Bas shrunk to 4.3 The bare figures do not make MWATIC MOTION ‘â€" PICTURE MACHINE iiSelY-Obentiu Projec¢tor, omplete steps in the manuâ€" world f#mous products are k&de known to the visitors. fl wind that blows nobody the laundry folk shoul®é s for it’fi coal and goot. t pays, an extra m(m a undering shirts and rs. t one tmthe increasing :(h Am n people to hayve §&ried dietâ€"â€"Americans do not tead nlouq::d they are now $s bread t they once did. partment‘s figures show that ach Ameri¢an used 5.4 bushâ€" 'omv:tn. all cities of the baving a population of or more have electricâ€" ys. is represents an of ty $6,000,000,000 2 per cent of the naâ€" Duting 1925 they proâ€" tion for more than persons, which is equal for @very inhabitant of zy tended to satisfy wants herwise w@uld have meant a raft on the: flour supply. mneed be no misgiving about # of b in the American Lte»'cr the figures seem to for it stillifortifics plain and ®¢, and wiB contirue to pass it Movies Enh::iw' \]’tisitors Sesq al Its ;Mnmtures s and aask édar bags édths qflur- There will JNDRY : projector, which is small, compact, can be placed on a garried from place to place e $16 per capita o ‘the bill; ;.mgo,- soot fall every t in Â¥ What‘s the answer? Use RIC RAILWAYS +IN MOST U. S. CITIES ANS USING ANLBSflLOUR NOW $000 pany States WIND THAT DWs NOBODY GOOD nderets"‘ Since 1904 x) JULY 29, ents This St In i 24 Per.g::t 0 pass ' 2: PE Eit SS Eow LUWHT } LEYS__LYING BETWEEN _ THE 1 STREET LINES AND CURB LINES OF THOSE PORTIONS OF _ SAID 4 ‘ST’REETS AND AVENUES TO BE IMPROVED AS AFORESAID, ALL . IN THE VILLAGE OF DEERFIELD, © LAKE COUNTY, ILLINOIS; AND | PROVIDING FOR THE MAKING OF SsAID IMPROVEMENT BY_ SPECIâ€" AL ASSESSMENT AND THE ISâ€" { lS U I N G OF IMPROVEMENT i 1 BONDS"; Co'(etber with an estimate _ {of the cost of said improvement, itemâ€" ized to th: ;‘xflunti th::i we d;eml‘,’rmc- essary an signed by the Presiâ€" ’ | dent of this gocrd: â€"and we recomâ€" | mend the passage of said Ordinance Tnnd the making of the improvement |\ contemplated t{errein. _,,__Dated at Deerfield, Illinois, this ) [26th day of July A. D. 1926. d Respectfully submitted, . Fred J. Labahn i ‘, George E. Engstrom William W. Geary 1 8 Edw. Segart 1 | Edw. H. Selig | Theo J. Knaak, Members of the Board of Local Imâ€" provements of the Village of Deerâ€" field, Lake County.â€"Illiois. ‘ ESTIMATE . To THE BOARD OF LOCAL IMâ€" PROVEMENTS, DEERFIELD, ILLINOIS. Gentlemen: * I submit herewith a detailed estiâ€" mate of the cost of grading, paving, | ,lcurbing, draining and otherwise imâ€" | 'Sroving the roadway of Fair Oaks A venue from the southwesterly edge of existing state asphalt pavement in "Waukegan Road (Lincoln Avenue) to _ ithe east right of way line of the Chiâ€" : hgo, Milwaukee and Saint Paul Railâ€" oad, also the roadway of Hazel Aveâ€" ‘ne from the southwesterly edge of "existing state asphalt pavement in Waukegan Road to the east street line bf Potomac Avenue except between a line parallel with and two (2) feet bast of most easterly rail and a line rallel with and two (2) feet west | | f most westerly rail of the Chicaâ€" o, Milwaukee and Saint Paul Railâ€" F‘ road, also the roadway of Journal Place from the southwesterly edge of k %isting state asphalt pavement in \ Waukegan Road to the north curb line of pavement proposed in Hazel ‘ Rvenue, also the roadway of Spring-l ‘ eld Avenue from the wouth curb line | PPRCY® AAOCRIREIL Renoein mte r»»f pavement proposed in Fair Oaks fivenue to north curb line of paveâ€" erit proposed in Hazel Avenue, also "*be roadways of Park Avenue and Srand Avenue from the south street dihe of Greenwood Avenue to the north street line of Deerfield Avenue, also \&e roadways of Second Street and oodward Avenue from the north ‘street line of Deerfield Avenue to the ‘ south curb line of pavement proposed n Hazel Avenue, also the roadway of Sheridan Avenue from the south street line of Somerset Avenue to the north curb line of pavement proposed in Hazel Avenue, also the roadways f Clay and Prairie Avenues from south curb line of pavement proposed id Hazel Avenue to south line extendâ€" ‘»4 of Block Fourteen (14) Deerfield Zand and Improvement Association Subdivision in Section 29â€"43â€"12, inâ€" _»luding the roadways of all ijntler;se.ct- â€"~ Village of Deerfield, Lake Co., Hl., ho oo 9 oanes 2 4 t o s + m the Trustees in‘ the k "_ sonic Hall in said Village, among . o proceedings held at such n.% ~ the following recommendation, . \ _ mate and ordinance was presented 4 and read: ‘ RECOMMENDATION â€" OF _ THE | BOARD OF LOCAL IMPROVEâ€" MENTS TO THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILâ€" f LAGE OF DEERFIELD, LAKE , _ COUNTY, ILLINOIS: ©"We the undersigned, members of €, mem 0 ‘ the Board of J.ea‘f?fidfitqvqnen}l of “mr:dmg“ -.Eh;--s;;;é‘ as providéd by x is as follows; ©4089.5 cubic yards of excaâ€" _ vation, including grading and â€"leveling parkways. (', hauling and disposing of \ any surplus â€" excavated » {mterial. grading and «* preparing the subgrade * to receive the reinforced ; _ Portland cement concrete ... pavement with integral eurb @ $0.90 per cubic yard ...;:=::..~.=: 22l........... $12,680,55 23021 lineal feet of Portland cement concrete integral eurb as hereinbefore deâ€" scribed, concrete to be comâ€" posed of one (1) part Portâ€" land cement, two(2) parts fine aggregate and three and oneâ€"half (3%) parts coarse aggregate _ and with upper and roadway 6: face of curb finished with mortar oneâ€"half (%) )‘ inch ‘thick included in *~ above total thicknesses ‘_ compased of one (1) / & part â€" Portland â€" cement, two (2) parts fine agâ€" *_ gregate, â€" complete . in M ®: place, including all labor . and materials @ $0.60 4 per lineal foot ....._........$18,012.60 33031 Square yards of one . course reinforced Portland cement concrete pavement seven (7) inches in thickâ€" . * ness, pavement to be comâ€" | ~ _ _ _ _posed by volume of one +. (1) part Portland cement, . ; Saidrgii-r;;ie-}néiudifig labor, maâ€" terials, cost of engineering and inâ€" &pection and all other lawful expenses L va U u00 9 1.3 200. t c t dfi ds sA io +s ds »‘.qg streets and alleys extended lying |1etween the street lines and curb ‘"imnes of those portions of â€" streets bove provided to be i_mpro‘vekd. the Board of Wfi- of the of Lake Counâ€" % M"‘th -nbfl\it: “AN ORDINAN PROVIDING _ FOR GRADING, CURBING, DRAINING, AND _ OTHERWISE °IMPROVING THE ROADWAY OF A PORTION OF FAIR o% AVENUE, HAZEL AVâ€" nm& RNAL PLACE, SPRINGâ€" FIELIÂ¥AVENUE, PARK AVENUE, SECYND STREET, WOODWARD AW&UE. SHERIDAN _ AVENUE, GRSND AVENUE, PRAIRIE AVEâ€" NUE, AND CLAY AVENUE, AND INCLUDING ROADWAYSs OF INâ€" TERSECTING STREETS AND ALâ€" ~At a regular meeting of the Presiâ€" of Cost and men TOT‘% TE eal) foot ... .......0020. 3870 Lineal feet of one (1) inch gas pipe for use for transverse ‘joint dowels, cut in eight (8) inch _ lengths, installed complete including pliml of cotton waste and all labor and materials @ $0.10 per linâ€" eal! FAOE ssssdeslkssss css cececruclceet ENGINEERING AND INâ€" SPECTION ;............00..8 11616 qu ome (1) purfi Portland ceâ€" nt, two and â€" oneâ€"half (2%) parts fine aggreâ€" te, including excavaâ€" o_ ti nflliw. labor : and l teriall,”d.%%mpleu in“ 150.00 p each ........$4,050. 43 Catchbasing four (4) feet internal diameter seven & (7) feet d six (6) inches in depth (measâ€" w from top of brick) wialls eight . (8) inches thick, Portland cement cpnerete| bottom six (6) inches in thickness, cancrete to be â€"composed s by volume of one (1) part Portland cement, two and oneâ€"half (2%) parts fine ther with cast iron frame and cover weighâ€" ing not less than three hundred twenty (820) pdunds, complete in place D $80.00 each ;................. 1 Lineal feet of asphaltâ€" ic felt expansion joints oneâ€"half (%) inch thick, and width equal to thickâ€" ness of pavement plus oneâ€"half (%) inch, comâ€" plete in place @ $0.25 Hnea! To@t . â€"::..:::=2:.... 940 Lineal feet of steel proâ€" tertion ‘plates two and onéâ€"half (25&) inches by oneâ€"eighth (%) inch, comâ€" plete in place @ $0.25 lineal foot ... 4270 |Lineal feet of eight(8) inth _ internal â€" diameter vitrified tile ‘sewer pipe fo connecting _ storm water inlets to catchbaâ€" sins, including filling the bell joints with Portland cement mortar composed of one (1) part Portland cement and two (2) parts fi aggregate, complete in place including excavaâ€" tion and backfilling @ $1,00 per lineal foot ....$ 1955 Lineal feetof eight (8) inth internal ;aiameter vitâ€" rifed tile sewer pipe for connecting catchbasins to manholes, including filling the bell joints with Portâ€" lartÂ¥ cement mortar comâ€" D of one (1) part Portâ€" land cement and two (2) pa fine : aggregate; complete in place, includâ€" ing excavation and backâ€" filling @ $1.00 per lineal 16 49 sh & me provided by law. C# i n JAMES J. HOOD resident, Board, of Local Improveâ€" ments, gie“e:{' of Deerfield, lfiinoil. Dated, L eld, Illinois, July 26th, cCO PO. ME law ch ju: ter of as str tral in in kil in of ea 'i(‘); '?éeit _ and ches in dep u from top walls eight . ( thick, Portlan cpnerete) _ t on a hollow Portland ment â€" concrete _ base thirty six | (86) inches uare and leighteen (18) inches thick, with an opâ€" ehing twenty four (24) inches in le‘lth."':‘l‘lhhtnn (18) inches in width and aggregate, and four (4) parts coarse aggregate, ESTIMATED T _OF SAID _PROâ€" ED IMPROVEâ€" T sn ceebnnse........$156,300.00 i JAMES J. HOOD, â€" LABOR AND MAâ€" IALS ...4...........l..l2222. of _ making, levying L:ollectin the assessâ€" t and al? lawful exâ€" es attending _ the ‘F, as provided by _ not to ; exceed six cent (6%) ............ anholes to be changed, ped and | adjusted ‘to de, using materials and kmanship _ of â€" same d and quality as used original | construction said manholes @ $5.00 xisting (| catchbasins, nged, shaped and adâ€" ted to grade using maâ€" ials and (workmanship same king and quality used in ‘original conâ€" ction @‘%5.00 each ... rsverse joint dowels, ‘ ip_t\yo(Z; foot lengths Lineal feet of threeâ€" irter (%) inch, round ooth steel| bars for esh reinforcement cross % o4 26b @ “fi,ik Iaifi,‘"i mm and oneâ€" alf (82)\ parts ‘n:’ouu uns ete in except steel .u%@ $2.40 alled complete in place uding all labor and erials @ $0.10 per linâ€" flonal ‘Wree of trame:. 0 0: rse wires per foot length e proposed improvement and il expenses attending the ;q::“ro m‘&m’nmcw T and f ROADWAY OF A PORTION OF maâ€" [ FAIR _ OAKS ~AVENUE, rzn. uring, comâ€" | %oumux. i & ,qxgptsml s RING o A\,r'lgmn,f.p o+ $2.40 | g > ECO â€" STREET, rd ..............’19.274.40 woonwkm- Ammn, \SHERLIâ€" rds of steel DAN AVENUE, ND AV E, ement cross PRAIRIE ~AVENUE, â€" AND [CLAY a ~of ‘longiâ€" AVENUE, AND INCLUDING ROADâ€" s‘ per foot w A Y S ~0O Fâ€" INTERSECTING ic and cross . STREETS AND ALLEYS LYING a of transâ€" BETWEEN THE STREET LINES r foot length AND CURB LINES _ OF |YÂ¥HOSE s1al to each ‘PORTIONS OF _ SAID ~STRHEETS t less than AND AVENUES TO BE IMPROVED es, wgpfnphte AS AFORESAID, ALL IN THE VILâ€" .830 per LAGE . OF . DEERFIELD, fl KE »»»=â€"+»:««+«>.~...$10,872.00| COUNTY, ILLINOIS, AND PHMDVIDâ€" $147,500.00 .......$387.00 $ 707185 $ 8,800.00 $1,161.60 $1,955.00 $4,270.00 $3,765.00 $3,440.00 $245.00 $235.00 $80.00 ‘W] |«‘)«‘‘~ AN ORDINANCE.!! â€"_â€" ESTABLISHED GRADES: ~â€" The line of the top surface the curbs, when constructed or said extended, and the gutter line the Expansion joints shall be si and equsl t~ that manufacturéed sold by Philin Carev & Compar Cin-"*’nuti. Ohio, and knownâ€"as " tite. Road in Village of Deerfield, II Plates" manufactured and sold Truscon Steel Company of Yor The cast iron covers for storm wiater inlets shall be of the same t and quality as those now in place in| the gutter lines of concrete pavinge on|Euâ€" gene Avenue 105 feet northe of northeast street line of Wau n Cast iron covers for catchbij«ins shall be of the same tyné and. ity as the cover now in place ov a ratchbasin at the northeast cornér of the intersection of Osterman. Avénue and ‘Chestnut Street in the Village of Deerfield. Illinois. * Cast iron covers for manholes Whall be of the same type and quality a} the rover now in place over a manhde at the intersection of Osterman Avenue and Chestnut Street in Villad@ of Deerfield. Hlinnis, at a point eiet#(8) feet southjof the centerline of (Bterâ€" man Avenue and eight (8) feetiieast of the center line of Chestnut eet. Where the curb lines of one fjreet to be improved intersect the Heurb lines of intersecting streets or afJevs, said intersecting curb lines shall be joined by an arc of a circle havife a radius as given on the plans a hed hereto andâ€"tangent to both intersgectâ€" ing curb lines. ~ The pavements to be construc all streets and extensions of s vrovided herein to be improved be twentyâ€"one (21) feet in measured back to back of curb cent that paving on Journal shall be eighteen (18) feet in meesured back to back of curbs The crown lines of the paveme be constructed shall coincide wit centerline of the streets to be nroved, except as shown on att drawings. _ Said improvement shall ifrlude wrading and preparing the subkrade to receive the hereinafter des@ribed navement and integral curb, adiustâ€" ing existing manhole and catciépasin covers to grade, constructing 8 new catchbasins, constructing new Ԥtorm water inlets with cast iron o@vers, connecting said new storm wattir inâ€" lets to said new and existing €atchâ€" basins with vitrified tile sewer® pine of an internal diameter of eigh} (8) inches, connecting the new catchBasins tn existing manholes with‘ viffified tile sewer pipe of an internal dia :{- eter of eight (8) inches, grading and fevelâ€" ing parkways, constructing Potgland cement concrete reinforced pavément with asphaltic felt expansion fints, steel end protective plates, and &ansâ€" verse joint dowels, and constrifétin@ Portland cement concrete curb uilt' integral with the pavement. i Paul Railroad; also the roadviay of Hazel Avenue from the southw@sterly edge ‘of the existing state éement pavement in Waukegan Road #o the east street line of Potomac Avenue except between a line paralle} with and two (2) feet east of most egsterly rail and a line parallel with avifl two (2) feet west of most westerly rail of Chicago, Milwaukee and S:i g Paul Railroad; also the roadway of Jburnal Place from the southwesterly llge of existing state cement pavem@ t in Waukegan Road to the north cugb line of pavement proposed in HazeF Aveâ€" nue; also the roadway of Spriigfield Avenue from the south curb line of pavement proposed in Fair Oa in\ Aveâ€" nue to north curb line of pa t& ment proposed in Hazel Avenue; algp the roadway of Park Avenue from the south street line of Greenwood A.ve-j nue to the north street line of §De Â¥â€" field Avenue; also the roadways of Second Street and Woodward Aenue from the north street line of WDeerâ€" field Avenue to the south cur§ line of pavement proposed in HazeF Aveâ€" nue; also the roadway of Sh@ridan Avenue from the south street l e of Somerset Avenue to the nortKk curb line of pavement proposed in |\WHazel Avenue; also the roadway of |{Grand Avenue from the north street Ihe of Deerfield Avenue to the south Street line of Greenwood Avenue; algh the roadways of Prairie Avenue an®{ Clay Avenue from south curb line of paveâ€" ment proposed in Hazel Avenrge to south line extended of Block Folrteen (14) of Deerfield Land and Imi@roveâ€" ment Association Subdivision, :“ ion 20â€"43â€"12, including the roadws of all intersecting streets and alleys exâ€" tended lyving between the streetElines and curh lines of those portio h of streets above provided to be impgoved. Grading, paving, curbing, ining and otherwise improving the y of Fair Oaks Avenue from th thâ€" westerly edge of existing state @ement pavement in Waukegan Road (Mincoln Avenue) to the east right of wiy line of the Chicago, Milwaukee and Saint gPEOVEHENT BY SPECI ASâ€" MENT AND THE ISSUJNG OF IMPROVEMENT BONDS. BE I'K;‘ORDAINED BY THE FMRESIâ€" DENT AND BOARD OFjSFRUSâ€" TEES OoF THE VILLA OoF DEERFIELD, LAKE COYNTY, ILLINOIS: | 84 SECTION 1. F3 That a local improvement ‘ l1 be made within the Village of eld, County of Lake, and State of \Miinois, the nature, character, locality deâ€" scription of which is as follows, toâ€" ING FOR THE MAKINGâ€" O Steel nrotection plates shall be ROVIDING FOR THE { AVING, â€" CURBINCG, D ND â€" OTHERWISE . IM all the e at ue of isins ified eter evelâ€" land ment ints, ansâ€" ‘tin@ built SAID . ASâ€" G or REstâ€" RUSâ€" ainy lace idth hall idth LNE | unless otherw IOSE | attached here SETS | specified for o IVED | will follow a Xgfi next t:clfied Orp_| street in each s to the imâ€" is. of in The parkwavs shall be graded evenâ€" ly from the top of the curb to -I;oint one (1) inch below the top of the gidewalks, where . sidewalks exist. Where no sidewalks exist the parkâ€" way shall be graded level with the top of the curb for a distance of five (5) feet away from the curb, and thence shall slope up or down uniâ€" formly to meet the existing ground at the street lines. °> All soft and:> and all table or peri-lugl'e matter shall E All streets and all extensions of streets and alleys herein provided to be improved, si:all be excavated or filled as the case may be and so graded that the finished pavement, including curbs, shall conform to the established lines and grades. Gradâ€" ing shall include all cuts, fills, and all earth or rock ‘moving where such work is necessary for this improveâ€" ment. The subgrade shall be brought to the proper form and grade and shall be brought to a firm compacted surface by rolling, tamping, or other suitable means. The curb shall be so built that the elevation of the top of the curb and the elevation of the gutter line shall conform to the established grades as given on plat attached hereto and made a part hereof. Concrete for integral curbs shall be mixed in the same proportions and of the same materials as that for the ravement. â€" The concrete for that porâ€" tion of theâ€" integral curb above the flow line of the gutter shall be immeâ€" diately deposited after the pavement has been struck off and rolled. The top and roadway surface of the curb shall be finished with oneâ€"half (%) inch (included in above total thickâ€" nesses) mortar composed by volume of one (1) part of Portland cement and two (2) parts of fine aggregate, angl hshall be given a smooth brush nish. Said curb shall be constructed diâ€" rectly upon the subgrade. _ . Beginning at the intersection of said gutter line and said vertical plane and extending in a direction towards the back face of the curb along the are of a circle having a radius of nine (9) inches, the center of which arc shall be located nine (9) inches vertically above the gutter line to a point of common tangency with a cirâ€" cle nev* herein described: and thence along the are of a circle convex upâ€" ward of a radius varving in such a manner from three (3) inches to inâ€" finity, having its center in the back line of the curb or said line extended, that it will pass through a point on the back line of the curb at the eleâ€" vation as shown for top of curb on the plans attached hereto, and be tanâ€" gent to said are of a circle having a nine (9} isch radius. The curb shall be of varying thickâ€" ness as hereinafter provided and the height thereof shall be as determined by the elevations for top of curb and for the gutter line given on the plans attached hereto. The back face of the curb and the imaginary plane diâ€" viding curb and pavement slab: shall be in vertical planes twelve ‘(12) inches apart measured horizontally. The curb shall be built as a unit in such a manner that at any point a vertical plane normal to the back face of the curb will intersect the bottom surface of the curb in a single horiâ€" zontal straight line, the elevation of which shall be seven (7) inches below the elevation of the gutter line as giyâ€" en on the plans attached hereto; and in such manner that said plane will intersect the back face of the curb and the imaginary plane dividing curh and pavement slab in single vertical straight lines; and in such a manner that the intersection of said vertical plane normal to the back of the curb with the tovp surface of the curb, shall be a line described as follows: On each side of each roadway to be improved there shall be constructâ€" ed a Portland cement concrete curb built integral with the pavement, exâ€" cent across intersecting roadways. _ All storm water inlets, catchbasins, pipe connecting inlets to catchbasins, pipe connecting catchbasins to manâ€" holes shall be located as shown on the attached drawing. This improvement shall be conâ€" structed as shown on drawings atâ€" tafched hereto and made a part hereâ€" of. STANDARD SPECIFICATIONS PORTLAND : CEMENT CONCRETE INTEGRAL CURB AND PAVEâ€" ° MENTS SUBURBAN TYPE FOR ORDINANCE: Said work shall be done in a workâ€" manlike manner and under: the superâ€" intendence of the Board of Local Imâ€" provements of the Village of Deerâ€" field, Illinois. â€" All materials of eveg‘r kind and character to be used in the construcâ€" tion of this improvement shall be of first class t{u&lity suitable for the purâ€" pose for which they are to be rrovid- ed and used and subject to the inspecâ€" tion and approval of the Board of Loâ€" cal Imrrovements of the Village of Deerfield, Illinois. _ _ _ â€" vil Datum for the of this mmnee shall be a &vei plane one hundred fourteen and fifteen hunâ€" dredths (114.15) feet below a bench mark which is top of west head bolt on the fire hydrant located at northâ€" west corner of Lincoln Avenue (Wauâ€" kegan Road) and Deerfield Avenue in Village of Deerfield, Lake County, IIlâ€" both gutters of the streets at the points designated unless otherwise specified on the plans attached hereâ€" next -mdfled point ‘for the same tl;om nchgf‘roienfion (c:e‘ptlcru: and the grades given shall apply to unless otherwise shown on the plans at_helod‘b!fl.sto. Pro-“:aeh fi specified for one street the gutter line will follow a uniform grade to the INTEGRAL CURB PAVEMENT Tached drawing; mod olevetions be. thereof above Village Datum at each of | the ~several>â€"locations lrefl-l. From each point specified for one street, the line of the top surface of the curb or said line extended {across tlnemmlou‘oflnwue'flr:.m) hext spesified . pmel" tor the caige 8 or same :t.ioet ‘iin ufil::?%r;cl,u:on, and the grades given shall a; both curbs of a street at the goints designated, top ‘of the finished pavement‘ at the w C Noul Steel protection plates oneâ€"eighth (1â€"8) inch in thickness llullborl.câ€" eduroutbeunrrotoctadeud-o the pavement on all streets and extenâ€" sions of streets and alléys, and shall extend from the top surface of the finished surface to two and oneâ€"half (2%) inches below the finished surâ€" face, and shall be set in place and seâ€" curely imbedded on the concrete dur: ing construction. After mixing as hereinbefore specâ€" %’%'wb‘“mg“ u . subgrade first im two. _({)onhcba below the top of the finished pavement. The steel ‘wires mesah nfiommqt as hereinbefore specified, shall be then placed flatwise The wires of each layer of all such fabric shall be spaced at intervals of not less than six (6) inches nor more than twelve (12) inches. The reâ€" inforcing fabric shall extend to withâ€" in two (Z)edgine:hu :f ih.:lll jg.m pavement an: two (2) inches below the surface of the finished pavement. Adjacent widths or lengths of fabric shall be lapped not less than the distance aâ€" part of wires in the hfir parallel to the lap, plus one (1) inch. The concrete pavement shall be reâ€" inforced with a steel mesh fabric of the type which is commonly known to the "trade" as "wire fabric." Said wire fabric shall be composed of one layer of cold drawn steel wires evenâ€" ‘ ly spaced and placed parallel to each other and a second layer adjacent thereto of evenly spaced cold drawn steel wires placed parallel to each other and at right angles to the diâ€" rection of the wires of the first layer, all wires of the first layer shall be firmly attached to all wires of the second layer at each intersection by welding or other suitable means, equal in quality and workmanship to welding. ‘The cross sectional area of the longitudinal wires per foot width of fabric and the cross sectional area of the transverse wires per foot length of fabric shall be equal to each other and each shall be not less than as follows:; eight hundredths of a square inch (.08). The reinforcement for the paveâ€" ment on street and alley returns shall be the same as for the pavement of the roadway of the street on which such returns are located. Where a pavement on one street narrows or widens by means of eonvm( or diverging curb lines, the orceâ€" ment for the pavement for the disâ€" tance included in such convergence or divergence shall be the same as that. of the wider pavement adjacâ€" ent to said convergence or divergence respectively. . Jointsâ€"shall be placed not less than thirty (30) feet apart nor more than thirtyâ€"six (36)feet apart in the paveâ€" ments hérein provided for. Said joints shall be normal to the centerâ€" line of said pavements. Said joints shall be oneâ€"half (%) inch in thickâ€" ness and shall be filled with an asâ€" phaltic felt extending from the botâ€" tom surface to a height of oneâ€"half (%) inch above the top surface. of said pavement. A similar joint in the curb shall be placed directly in the line and continuous with the joints of the pavement. .. Openings in the curb for private driveways shall be made opposite each lot, block, tract or parcel of land fronting upon the proposed imâ€" provement upon the request of the Owner or Owners thereof, or by orâ€" der of the Board of Local Improveâ€" ments, without additional cost to the Cit{ or to said property Owners at such places where said Board shall direct during the progress of the work. Where the curb is omitted, the pavement shall be carried to the line of the back of the curb and outsidge edge thereof shall be raised one and oneâ€"half (1%) inches above the top surface of the gutter line. 1, i2 15 °6 7+ PMU qGONncIete shall | us of : oneâ€"quarter i(1â€"45 inch; Â¥Hd continue in the drum of the mixer| the surface for (8) inches on not less than one~(1) minute, and|each side of the t then be the drum shall be eomrf.lleuly emptied | given a brush before receiving mate for the sucâ€"| â€"â€" After® the has ive & 'unf'd::l ifled h.u::&mu” fnd volve &t a rate of s speci 8 sun and for the particular mixer, but not | wind suitable: f covered less than twelve (12) revolutions per|with canvas; In pavement minute. The mixer shall be provided dries too rapidly, in hair with an accurate positive automatic|cracks or checking! of surface, water measuring device, also with an | the canvas shall be laid nctx.nlalm automatic timing device, and shall be| the concrete and the ‘ .be of the boom and bucket delivery type.| kept wet. As sooh as) practicable The method of measuring the maâ€"| after the concrete has its final terials for concrete, including water| set, and not later ten (10) shall be one which shall insure uniâ€"| o‘clock A. M. of the following form proportion of each of the maâ€"| the phcin:-ol the all canâ€" terials at all times. â€" vas shall C aninutheh a r "maatiinrc «d The mixing of said concrete shall continue in the drum of the mixer not less than oneâ€"~(1) minute, and the drum shall be completely empntied en (7) inches. foe phan ‘he “"e....;o..a"“ ”"“b:“‘n'i‘u‘f.‘. ments s 96 12y parte oo ine senremhiy ooo aggregate three mr::oh.lf (8%) parts of coarse aggregate. These shall be mixed in a mnm the mixing shall continue until the same are uitor:g distributed and Mh ud &'&s: they an. t _ water shall be added so as to produce a concrete which can be spread into position ‘with a template, but the amount of water ules shall not be sufficient to cause a separation of the coarse aggregate from the mortar in handling the concrete, and said concrete shall be of a consistency such that the mortar will flush to the surface under light tamping; . shall be removed from the site of the 33. the subgrade has been and the space filled with gravel, en stone or other suitable materials. the top|earth has been thorouhgly saturated with water. The earth cdvering shall ess than | be thoroughly saturated twith water ore than | twice each day at inte of about he paveâ€" twelve (12) hours for two (§#) weeks, and Said / the covering shall remaijr upon . the e _centerâ€"| road for at least enty (20) days id joints | from the time :{o‘u appH on, and in thickâ€"| for a longer period of ti Ne if weathâ€" 1 an a8â€"/er conditions, in the opfiion of the the botâ€"| Board of Local Impro Rhents, make oneâ€"half | this desirable. . | _ " rface. of| _ When the ave dafly temperaâ€" joint in | ture is below fift (50) degrees F., ectly in | sprinkling or miy be omitâ€" ith the | ted at ?lo dise oi U u;l:urd of Local Improvements ut 11 be reâ€"| of the puvemnte:hnll b thorom abric of | banked with earth and the entire surâ€" : known| face of the pa c." Said| at least (2) m of! earth for 1 of one | a %eriod of two (3) c es evenâ€" ‘avement shall) be closed to to each| traffic for twenty (20) ‘days after adjacent | it has been mfim «l 1 drawn| _ No pavement or combinkd curb and to each | gutter shall be when the _the diâ€"| temperature is irtyâ€"three st layer,| (38) degrees Fahtenheit. â€" shall be| A}] fine ofifmte or! herein "?ft{‘:provided,to_. used | consist of to be used in this im t shall be some ‘standard d Portland cement that has in Public Work and , found | satis ry and shall be a product i# from the calcination to inci of an two and oneâ€"half |(2% ) round opening and shall so that no more than five| (5 t shall pass a screen ha (4) .meshâ€" es per lineal inch, so no inâ€" termediate sizes s be oved. 5_ CEMENT: five .(5) percent plss a sieve having one hund (100)imeshes per lineal inch. Said igfegate shall contain no v or othér deléeterâ€" ious mll:’t.er, or ze haf# three (3) percent by weight clay sor loam Coarse hereih provided to be used shall of hard, mflth.dnnb:c " rdck or pebâ€" bles, graded ree From vegeâ€" shall contain no soft far df viongaied eontain no so t a pieces. The size of said cfushed rock or pebbles shall be such aB to past a Said fine te dried shall pass a having four (4) meshes per lineal inch. | Not more than twentyâ€"five ufl) t ‘shall pass a sieve ha fty (50) meshâ€" es per lineal inch, and more than ating. All fine ’fimte or! herein provided to be used consist of quartz particles or other dquailly hard materials graded from fink to coarse, cracks or ‘chooking| of Te surimee or f su: the canvas shall be laid nax-rlm the concrete A.:‘ the .be kept wet. sooh as) practicable after the concrete has its final set, and not later ten (10) :L".“""f.;‘i,'g oL The penergke. 2p t P 0 canâ€" vas shall be ° the entire pavement shall be immediaâ€" ately with earth satâ€" urated with water or co immedâ€" intely with water held u the surâ€" face of the pav t means of dikes. When this "nondine" method ‘is used, ‘the su: of the pavement shall be rt. ered with water for a period o v.r:h If the earth covering is} nedH â€" the with canvas: In case the pavement dries too rapidly, feen in hair cracks or M“ surface the canvas shall be laid upon the eoncnuAa:d the nct'l{-"'h kept wet. sooh as) practicable after the concrete has its final set, and not later ten {(10) road roller for not leas three (38) times at intervals of (156) to L-z_s‘fl_,-hm_vf-mm ®: hag figensch d on eich s Feapiiariceg 8 sirike hourd or Toted As soun & possible® after the has been struck off, it shall be with a the surface of the hall ha stwmale , particles predominâ€" in M by