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tD t # ) 7= Welding LLOYD BOTKER‘S . _ Expert Ignition and Battery ' Service _ ; Phone H. P. 254 Waukegan Av. â€" GENERAL AUTO REPAIRS YOUR CAR WILL RADIATE JOY If we fix yout radiator. Radiaâ€" tors, mudguards, hoods, tanks, etc., repaired and replaced. We furnish an experienced service and charge you fairâ€"promy prices. There was a young man named Harms Who made good use of both arms But he made a mistake And drove in the lake It cooled off his most ardent Highwood Garage ©0000000000000000000000000 Dr. Sadie B. Chambers Osteopathic Physician _ $ Highland Park State Bank Building Office Phone H. P. 215 8 Res. Phone H. P. 216 AUTO LIMERICKS By LLOYD BOTKER New Floors . E. DOWNING PHONE H. P.Sgee charms. â€" Towing â€" Supplies Mn his most ardent Yilbi® m bre FLOORS RESURâ€" FACcED Tto LOOK LIKE LAID AND SURFACED ine following tile pipe ‘drains shall be constructeflgof vitriâ€" fied, saltâ€"glazed, hub and sg»igot tile sewer pipe, inside _ _â€" diameter as indicated by the size stated below, |including connections to manholes, catchbasins and manholeâ€"catchâ€" basins, laid with open joints, including all trenching, backâ€" filling the trench with earth, and removal of all surplus exâ€" cavated materials. The depth of the tile pipe drain refers to the depth of the flow line of said drain. ~ | 1395 lineal feet of six (6) inch tile pipe drain, laid at an averâ€" age depth of three and oneâ€"half (3%) feet below the top of ;he curb, complete in place at Sixty Cents ($0.60) per lineal 620 lineal feet of eight(8)inch tile pipe drain, laid at an avenie depth of six and oneâ€"half (6%) feet below the top of the curb, :omplete in place at One Dollar Ten Cents ($1.10) per lineal 655 lineal feet of ten ( 10) inch tile pipe drain, laid at auJ1 average depth of seven (7) feet below the top of the curb, complete : in place at One Dollar Forty Cents ($1.40) per lineal foot.... 120 lineal feet of twelve (12) inch tile pige drain, laid at an avâ€" erage depth of five and oneâ€"quarter (5%4) feet below the top of the curb, complete in place at One Dollar Fortyâ€"five Cents ($1.45)‘ per lineal foot Snne rern uen oo revee dn 0 00 30 ts t t en prouts aie madApiemenpeyne »ot . The following outlet drains shall be laid at an average depth of five (5) feet below the resent ground where located, with {:inta of mortar compoaedp by volume of one (1) part _ Port. _ nd cement and two (2) parts sand, mixed with sufficient . water to make a quaking mass. * 40 lineal feet of twelve ( 12) inch inside diameter tile pire drain constructed of vitrified, saltâ€"glazed hub and spigot tile sewer pipe, including all trenching, backfilling the trench with sand, and removal of all surplus excavated materials, laid complete P2}sment, complete in place at One Dol;ar Forty-sfx Cents ($1.46) per lineal foot 20 lineal feet of ten (10) inch tile pipe drain, laid at an averâ€" age depth of five and oneâ€"half (5%) feet below the top _ of the pavement, comf]ete in place at One Dollar Ninetyâ€"five Cents ($1.95) per lineal foot 35 lineal feet of twelve ( 12) inch tile pipe drain, laid at an average depth of six and oneâ€"half (6%4) feet below the top of the pavement, complete in place at Two Dollars Forty Cents _ ($2.40) per lineal foot rpoenbte en ce nentieen en bevnnnetle ue ind e 938 1330845 beibe en e rene e e The following tile pipe drains shall ha ~anepunupoa‘"y*so If whay 200 0cgig. 6P PCR AVIPVORT CL SH SUFDIUS excavated material, complete in place at Eightyâ€"five rBol- lars ($85.00) new manholes constructed of concréte composed by volume of one (1) part Portland cement, two (2) parts sand, and four (4) parts gravel or crushed stone, mixed with sufficient water to make a quaking mass, inside diameter three (3) feet, side walls and bottoms eight (8) inches thick. Each manhole furâ€" nished with a four hundred eighty (480) pound â€" asphaltic coated cast iron manhole cover, and threeâ€"quarter ( %) inch round ‘galvanized iron ladder rounds spaced ‘sixteen (16) inches apart from top to bottom, average dei)th of conâ€" crete five and. oneâ€"half (5%) feet, including al excavation and backfilling around the manhole with sand, and removal of all surplus excavated material, constructed complete at Seventy Dollars ($70.00) each P Ar en ro h rTHrEEEEEEEHEETEEE n nn iran en e ie aarc e g‘hfle foglow‘ingatils Pipe drain shall be constructed of vitriâ€" P nsl o wIng: _P‘pPC Grain shall s w0 00 PDCCOCB: 12ORT, INDIGC diameter four (4) feet, side walls and bottom eight (8) inches thick, average depth of concrete below toip of curb nine (9) feet. Each catchbasin manhole shall be furnished with a four hundred (400) pound asphaltic coated cast iron catchâ€" basin cover; including all excavation, backfilling : around the manholeâ€"catchbasin with SAND, and removal of all surâ€" plus excavated material, constructed complete, and covers sethto grade, at One Hundred Twentyâ€"five Dollars ($125.00) valve vault constructed of concrete composed by yolume of one (1) part Portland 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 bottom eight (8) inches thick, average depth of concrete below surface of ground where located six. and oneâ€"half (6%) feet, including â€" all excavation, backfilling around the valve vault with earth, the cover of the present valve vault placed on top of the masonry and set to the finighed }rade of ‘the par]:way, and removal of all surplus 1 K amil ie aulk c@ 1y 2 13. T0200 00 GWECH 190E the center line from end to end of the pavement; said joint shall be made by the installation of a trapezoidal eighteen (18) gauge metal plate, and provided ‘with oneâ€"half (%) inch round, deformed steel bars, four (4) feet long, spaced five (5) feet apart, center to center, ‘and rlnced four (4) inches below the surface of the pavement; said: bars shall exâ€" tend two (2) feet into the concrete on each side of said longitudinal joint; including the curing of the pavement by the use of two and oneâ€"half (2%) pounds of calcium chloride per square yard of pavement, protecting, and cleaning the pavement; laid complete at Three Dollars Twelve Cents ($3.12) per square yard vennoemenne d hn fhbn+ n e999 008 0004028 998644000000 eer eb en e e20000e new catchbasins constructed of concrete composed by volume of one (1) part Portland cement, two (2) parts lm%filld four (4) parts gravel or erushed stone, mixed with sufficient water to make a quaking mass; inside diameter four (4) feet, side walls and bottoms eight (8) inches thick, degth of concrete over a#ll six feet six inches ( 6‘6"). Each catchbasin shall,be furnished with a vitrified tile pipe elbow set in the wall to form a tr?, and connection to the tile ipe drain, and a four hundred (400) pound asphaltic coatetr cast iron catchbasin cover; including all excavating, backfilling around the catchbasin with SAND, and rémoval of all surplus exâ€" cavatéd materials, constructed complete and covers set to grade. at One Hundred Dollars ($100.00) each ..............._.____. new combined manholeâ€"catchbasins constructed of concrete composed by‘ volume of one (1) part Portland 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 bottom eight (8) i{nc\he‘s thickl; average depth of concrete below top of curh nina a nad C« ciutaa . . EOW w 100 1y €20200 12000 6, PRCCCNWVU WAAA mree-clunrter (%) inch round, smooth steel bars, two (2) feet in length, spaced two (2) feet apart, center to center; sixteen (16) inches of each bar shall extend into the concrete on one side of the joint, and the rest of the bar into the concrete on the other side of the joint. The latter shorter portion shall be coated with cup grease and inserted in a one (1) inch wrought iron pipe ten (10) inches long, one end of which is closed with a cork. A longitudinal joint shall be constructed along the center line from end to end of the pavement; said joint shall be madea hi tha laséksHMaest. l c B o) 2t M UiPhatosrtadl â€"(o)inch tile pipe drain, laid at Shv;;r"e;;% neâ€"half (6%) feet below the top of the curb, at One Dollar Ten Cents ($1.10) per lineal E o SRei Oiefiataiib insl dihias tlca c13 2100c , complete in place at Eightyâ€"five Bol- NOTICE OF AWARDING CONTRACT > Wnn sn en THE®HICGHLAND ‘ PARK: (2) feet in length, oi e n n tWe Stonnl Chinecome 174.00 917.00 837.00 Ye8 39.00 87.60 140.00 1,125.00 11,076.00 a uind "ascler Phall be mixed with sufficient water to make â€"$ 2,812.50 | . | a Qllh%m, mu allâ€" excavation, backfilling, and reâ€" :i j mto'dwmhs&rn t ‘.,.“ ite in place ~ _ at Twentyâ€" Hars ] ‘cubie yMArd....:.:..............., 8‘ ;| 66 trees more than six (6) lmilnqtn;‘to be cut down, 0 stumps and ‘roots grubbed out:-'de't of one (1) ffot below e Ts lo\’vtbembcudeormund,optl?dao!t&olipuoftba £ _ pavenient, holes in the roadway to . be filled with sand § o horouchlg tamped, including removal of. all) trees, stumps, t i. )0 ol [ igoots, and all surplus excavated material from site of the #:¢." : improvement, at Three Doliars ($8.00) each . ;.‘ " ... 1 ~.7manholeeovmtobe|dgwbd‘tothomdeqftbepmpoud ® % â€" pavement or of the finished surface of the ground where Joâ€" t }.: ; l?h?cdl’ at Three Lollars JBA | 20E â€"â€" > +. > n 5e ie mnienpielraconecnn es Eid in 140 feet of six ‘d) inch cast fron water pi disconnected, Eus lowered an average of two and | oneâ€"half (ZKrfut, and conâ€" t + neeted up again, includinl @ll necessary fittings and new - _ water pire, trenching, bac filling â€"trench with earth, and reâ€" ; + .x moval of all surplus. exca material, complete in place at new grade, at rOpne Dollar Cents ($1.50) lineal foot 1 present, valve vault of brick masonry to be taf:; down and removed, at Ten Dollars ($10.00) frn ds ris dn senei ids vet reeoectadplcnns i 6e 6700 square yards of parkways to ‘be leveled, smoothed, rolled, f lumps of earth broken up, cleaned jof all rubbisb, and surplus ~materials raked with a hang rake, at Four Cents (4¢c) per square yard .......00 0000 0.0%.â€" 0| O. date hereof, elect to tal do said work at ten per been awarded. , Protection of all joints on the improvement, with bituminous | ~: . cement, including the first -E lication of said cement to the longitudinal joint, and two ( g,inchen wide each side of said i joint, and maintaining said cement on all joints, includig } contraction cracks, for the two (2) year maintenance period, <â€" ; . at Two Hundred Dollars (320000):: 200.00 .\ The owners of a majority of the frontage of the lots and land m:gn (sinid ahtreet} wlller‘einfl,uid work is to be done, may, within ten davs of the ate hevan PA MVE PGP C ewat y famichy 1 Q U A L I T v plete satisfaction. F. J. WEIDLING Co. HIGH GRADE GRAND PIANOS Buy from manufacturer at factory prices. Substantial saving and comâ€" MN.WM-An.Gleu.,m, Dated at Highland Park, I!linois MNHNhnrppermmmmmmmmmmemmmmmensensce t °. STZ Bhy A111 ~ / in place at Two Dollars Ten Cents 2715 lineal feet of .outlet drain constru : gide diameter bellâ€" and spigot cast hundred fifteen.(615) nounds for terial; complete in place at Two Dollars Seventy Cents i (Q!bzp) per HMQHLE LODE . .. â€".30â€"11 .. 04â€" Te snn nnrnnty recimehth Ainnd nnegenn ooo enc hi e io on ng, one foot four m * g‘l__(_’l'-f‘), t;!ekneu at bottom f:ur&) nfl‘et.‘ to ‘be con. in‘ place at Two Dollars Ten Cents ‘(flai?) £r lineal foot...... + lineal feet of .outlet drain constructed of . eight (8) inch inâ€" sgide diameter bell and sp east jron pipe, weighing five hundred fifteen,(515) pounds for each section twelve ’12) d whte "wgi;!u“f:cludi? a'ffifl' hufnad h u&dnafm" the m ) $ & . trenc » trench with earth, and removal of all o_;'pi?fm _excavated maâ€" t 67. \*Vf 4264 mMgh, thickness at top one foot four inchâ€" es (l"-l'?,; t‘!ekneu :t’: bottom fol‘u-‘&) feet," to be conâ€" structed fluuvineinl.ot:A.-Shou&ut.‘ The : concrete for the body‘ portion of the headwall shall be composed b volume of one (1) part Portland cement, two (2) parunnc[ and four (4)n§nrt:k§:-wel or crushed stone. ‘The portion left exposed after backfilling is done, shall constructed to a des)th of one (1) inch, â€"of mortar com by volume of one (1 ‘plrtAPort_l‘lnd cement and two (2) parts :und.‘ Both conâ€" \inter Comfort /\V at Low Cost WM. RUEHL & cCO â€" |OL 11 ~UIR Is to be done, may withinrte'fi'â€"dn;rofâ€"?h; to take said work and enter in&o a written_contract to n per centum less than the price at which tha anma ho. PARK, ILLINOIS To drive in comfort this winter g-houldh”jecompl;é'letepmm "‘aimt 8 snow wind. _%Zwfipddo-gdm 420 . First St., Highland Park Phone Highland Park 1110 Including. removal of. all} trees, stumps, lus emnv‘;tbd material from site of the Peoforagied to ts onl oP the mopostd a e e '{lnifgfiinl&l:!ace of the ground where loâ€" for Economical Transportation he can" 095 L O W C o s t ance of a motor that starts Reagch thien o lnarpfeed bibe Boay Condr own one this winter. Mlpdnatndbdloondr. take the jars out of frozen roads. Addhobodflyeomfixtdn-m of ible stecring 210:00 198.00 10,00 147,50 | 84.00 142.50 | & . 256 Bt. Johns Ave. 1666. IA/ 22 #° eE PAE for cash, or credit by Plan if you desire. / HERE IS FURNITURE at its best, gathered in from f where quality never lets even in the most i & ¢ pieces â€" where approp k and usefulness are found ;. § furnjture of medium price. Let us furnish your home., 3 * THURSDAY, Touring Car $525 o*" @ wfi‘il HOURS: Week days 9 a, m, to 6â€"p. m. Sundays 2:30 C A. m. . for reading ..E, ’.%., 887 Central Ave., Highlang ‘Maintained by First Church of Christ, Reading Room 4 of Highland Park / 881 Haze! Avenue > {, Ne 4d #1 S * ilot’orCa ; _ _ 11 South \wol ty concern that is al most service at / you not? That‘s We are willing ® tion on the servi batteries. S THE SANIT sm’m'nm FOUNDAT VIC J. And perfect pl tical worth an the foundation success. San insurance and : sanitary â€" plum 874 Centér YOUR BA Telephone H Kéeps Y ou and able charges pairing, 3€ CAREFUL SANITARY them in shap likes to take e j HEAL rive girt desi