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edge of the pavement, a distance of 300 feet. at which point a manhole shall be conâ€" structed ; thence west. parallel to and 14 feet wouth of the south edge of the pavement, 300 feet, at which point a manhole shall be conâ€" paraliel to and 7 feet south of the south edge of the pavement, a distance of 377 feet, to be constructed: thence west parallel to and 1 | feet south of the south edge of the pavement | a distance of 220 feet. at which point a parailel to and 7 feet south of the mouth | three hundred and seventyâ€"five (375) feet, wdge of the pavement 320 feet. more or less, | ®t which point a manhole shall be conâ€" half of the southwest quarter of aforesaid Section 16. at which point a manhole shall be constructed. manboles, beginning at a manhole located south of the south edge of the pavement on Half Day Road; thence south parallel to ans along Haif Day Road (also known as Prairie Avenue), a fifteen (15) inch internal diamâ€" manholes, beginaing at a point 14 feet south of the south edge of the pavement on Haif Ridge Read, at which point a manbole shall Street, an cight (#) inch internal trified, sait glased clay, bell and Deerfield, Ilinois A Complete Line of Fireworks and 4 th of July Decorations FIRE WORKS ! That there shall be constructed, in .n.s} along Thornapple Lane, an eight (*) inch internal dinmeter, vitrified, salt glazed clay,. | | bell and spigot pipe, sanitary sewer, with | necemsary manholes, beginning at a manhole | beated 15 feet east of the west line of | Maplewood Road and 435 feet south of the | south line of Willow Place: thence South sixty degrees West a distance of 53 feet, Ln which point a manhole shall be con. | structed : thence Morth seventyâ€"four degrees forty minutes West a distance of 397 feet to a point 15 feet southerly of the midpoint / of the southerly line of Lot 16 in Block 12| in Highmoor, at which point a manbole shall be constructed:; thence South fiftyâ€"one | degreea west a distance of 230 feet, at vl-eh] point m manhole shall be comstructed. | That there shall be constructed im and | along Ridge Road, an cight (#} inah internai | dinmeter, vitrified, salt glazed clay, beli and | »plrot pipe, sunitary sewer, with necessary manholes, beginning at m manhole located 7 | feet south of the south edie of the pavement | | on HaJf Day Road and 59 feet west of the | | emst line of Ridge Road: thence south parâ€" | | milel to and 59 feet west of the cast line of | |l~ko Road, a distance of four hundred {400) feet, at which point a manhole shail / “h- constructed ; thence south, parallel to and 59 feet west of the east line of Ridge Road, a distance of four hundred (400) feet, at which point a manhole shall be conâ€" straeted: thence south, parallel to and 9 feet west of the east line of Ridge Road, .a distance of three hundred (300) feet, at which point a manhole shall be constructed: thence south parallel to und 5% feet west of the east line of Ridge Road, a distance of strueted That there shall be construeted in, mlong and under a part of Half Day Road and part of the iand controlled by the North Shore Sanitary District in the northeast portion of ‘the northwest quarter of | the southwest quarter of the southwest quarter of Section 15. Township 43 North, Range 12. East of the Third Principal Meridian, a fourteen (14) inch internal dirmeter cast iron pipe sewer with the necessary manhole, beginning at the hereinbefore specified manâ€" hole at a point 325 feet west of the west line of Derrick Street and 14 feet south of the edge of the pavement on Half Day Road ; Road ; thence south, parallel to and 225 feet shall be constructed; thence northwesterly, parallel to and 15 feet northersterly of the southwesterly line of Willow Road a distance of 135 feet, hnore or less to a point ZS feet northwesterly of the northwesterly line exâ€" tended of Lot 27 in Block 2 of Hirhmoor mt which point & manhole shall be con of Willow Place extended west, a distance of 37 feet. more or less, to the intersection of said line with a line parallel to and 15 feet northemsterly of the southwesterly line of Willow Road. at which point a manbole Knaak‘s Pharmacy IN SMALL OR LARGE QUANTITIES midpoint Block 12 manbole fiftyâ€"one (F) 6000 pounds of miscellaneous strucâ€" tural stee! wrought iron and cast iron within the pumping station including 2300 pounds of east iron and 3700 pounds of ateel and wrought iron, three (3) rectangular checker plate manbole covers hinged to cast iron frames, the sewage bar screen, the pipe railâ€" img mround the screen chamber, the fiftyâ€"four (541 inch spiral stairway, fortyâ€"eight (48) cast iron manbole steps, the circular manhole frame and cover in the screen chamber, and all jabor, toois, materials, equipment and appurtenances becessary to furnish and erect the miscellaneous metal work ; «Gr § (6) wate valves with extension stems..a floor stands to be furnished and placed on the suction and discharge pipes of the pumps, four (4) of said vaives to be four (4) imch and two (2) of aid valves to sion stem and floor stand. said sluice gate to be erected between the screen chamber and the wet wells, and be designed to withstand a pressure of twenty (20) feet of water orf either side of the wate, the sluice gate to be of a standard manufacture and shall be furnâ€" ished and erected complete with all . labor, tools, materials, equipment and appurtenâ€" ances necessary to install the sluice gate; (1) 11.8 lines} feet of eighteen (18) inch internal diameter bell and spigot cast iron pipe sewer weighing one hundred and twentyâ€" nine and twoâ€"tenths (129.2) pounds per lineal and erected with twentyâ€"five (25) borsepower vertical electric motor, control panel with float switch so arranged that the starting of this pump can be made to cut out the two (2) small pumps electric eonduits and wiring complete intermediate guide bearings with channel supports. lubrication systems, pump supports and all labor, tools, materiale, equipâ€" ment and appurtenances necessary to furnish and erect the sewage pump ; â€" oo the three (3) sewage pumps within the outâ€" side lines of the pumping station substruc ture and also including the three (3) float tubes, all pipe to be "Class A" and all fitâ€" tings to be "Class D‘ of the American Water Works Standard, including all concrete and iron pipe supports; all joints to be bell and spiot with caulked oakum and lead joints or flanged, the piping to be furnished and erected complete with all labor, tools, ma~ terials, equipment and appurtenances ; (H} One (1); sluice gate with opening twentyâ€"four (24) inches square with extenâ€" (E) *3%@ pounds of 4, & and 12 inch inâ€" ternal diameter cast irom pipe and fittings, including suction and discharge piping for be twelve {12) inch, all of said valves to be | rming atem type of standard make ang shall conform to the specifications of the American Water Works Association for liht pressure valves. complete with all labor, tools, materiâ€" | mis. equipment and appurtenances necessary | to furnish und place the valves; i HIGHLAND PAEK, ILLiNOIS Drive Your Car to Our Service Station Today! CENTRAL TIRE COMPANYâ€" A rade in old tires for new Silvertowns St. Johns and Park Avenues Phone Deerfield 1 IF the tread on your tires is smoothâ€"if the fabric is startâ€" ing to show throughâ€"or if your tires have simply lost the sharp, firm grip of new rubberâ€"TRADE THEM IN FOR NEW GOODRICH SILVERTOWNS! These tires are twoâ€"way toughâ€" ened, by the Goodrich Water Cure. They are built from stretchâ€" matched cords, heavily rubberâ€" ized. They give you the safety grip and the remarkable mileage of the famous Goodrich hingeâ€" center tread. And the service that is still left in your old tires will reduce the price of new Silvertowns! All makes of tires taken in trade. Bring them inâ€"get our price on them now! This week! PAGE THREEE