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Iem That all manholes hereinbefore . specified . shall be constructed of either six inch conâ€" crete manhole blocks, or best quality bard burned sewer bricks whichever herein speciâ€" fRed. Said concrete blocks shall be of the best quality. and free from cracks or ulhtr( flaws whicn might impair their stremgth or lessen their durability. Said concrete blocks shall be comstructed with a balf round verâ€" / tieal groove on each end baving a radius of | mot less than 3 of an inch. . Blocks shall / be so constructed and laid that the wrooves , on contiguous blocks will match and . form | a round vertical opening not less than 1%;" | in diameter. Said openings shall be comâ€"| pletely filled with Portiand cement mortar | composed by volume of 1 part best quality | Portiand cement and 2 parts of clean sharp sand. with enouh water added to wive it the proper consistency. Said biocks shall be | composed by volume of 1 part Portland: coment. 2 parts sand, and 4 parts gravel.. and shall be carefully laid and grouted with / mortar of the same kind as above specified.. Said manholes shall be cylindrical in form and shall have an internal diameter of four 4) feet. The bottoms of said manholes shall be constructed of brick or concrete, which ever specified herein; said concrete shall be composed by volume of one part Portiand cement, two parts sand and five parts crushed stone or gravel, and shall begin four inches below the grade of the sewer, and in said bottom a concrete invert shall be formed of the same diameter as the pipe over which the manhole is built. The top three feet of said manholes shall be plastered with a cout of coment mortar. of the same kind as ubove specified, oneâ€"half inch in thickness. The top of said manholes shall be drawn in to an internal diametcr of two feet, by means of twelve header courses, the diameter being decreased one inch for each header course. Ladder rungs of ®." galvanized wrought fron sha!l be built plastered with a the same kind a inch in thickness. shall be drawn . of two feet, . by courses, the diat inch for each he of *," galvanized Eooo en e in into the walls of said manboles and placed 1% inches apart. Said manbofes shall be furnished with a cast fron manhole cover, wenching not le« than 540 pounds, with a reund eylindrical opening with lid 22 inches in dizmeter, of the Highland Park puttern and weight. _ es â€" Section 3. That the vitrified clay pipe heneâ€" inbefore specified to be u~ed shali be !\nmhrr 1. quality, | vitrified, salt gluzed eylindrical bell and spigot clay pipe, woll burned throuschâ€" out their entire thickness, and . free . from flaws, cracks, blisters oc other imperfections that misht impair their strength or lesson their durability. . AJ clay pipe, having inâ€" ternal diameters of 8. 10 or 12 inches shall be of the weight and grade known as ~Stanâ€" dard Pipe." All clay pipe having an internal dirmeter of fificen inches shall be i weight and grade known as "Double St of mflwc«mcnt and . sand mortar., com valume ofâ€"one partâ€"oé said cement and two parts sand: said ntoctar joint held in place with a band of cloth. Thaf the cast iron pipe hereinhefore speefâ€" fied excepting the pipe used in the pumping plant shall be made of a good grade of cast iron in standard lengths of six feet. . Said â€" That the joints of the hereinbefore sneeiâ€" fied clay pive sewer shall be made of either hotâ€"poured bitminems~â€"mime4vint material or pipe shall be designed for wocking pressure of 100 pounds per square inch and conform closely to the following weights and thick Inside dia, _ Approx. Thick. _ Weight per ft. Said pips shall have joints that are latheâ€" turned to a taper. with the spizot end tapere! slightly less than beli end. . Said pipe <hall be made with fianies or lus on each en provided with holes for boiting pipes torethes. The joints of said pipe shall be painte? with white lead and oil before boiting. Bolts shall be galvanized or otherwise coated (to resist rust That all cement used in making this imâ€" provement | shall, . untess otherwise . specified, be Portland cement of a fineness permitting 92 per cent to pass through a sieve with 106 meshes to a liner! inch: test pieces made by volume of one part of said cement and three parts of sand shall bave a tensile stromgth of 263 nounds to the <quare inch after being exposed to the air one day and immersed in exposed. t water six hereinbefore described to be constructed on the _land controlled by . the North Shore Samitary _ Distriet . being in _ the _ Northâ€" -;fitfih of. . the _ Rorthwest _ gaur< "Of ie Smz west . quarter 2 _‘f‘g."""‘“u > 4x water six days All sand berein provided to be used for gonctete or mortar shall be tlean. sharp sand: that all water herein provided to be used <ha!l be clean and suitable for the purâ€" pase for which it is used. That all pavements. walks and parkways where damaged shall be repaired and left in a« rood condition after the completion of the improvement as when the improvement started ‘The trenches shail be excavated along the line cf sewers herein bocated. of such width and depth as to permit the sewers to be Inid on the bottom of such trenches to the lines and grades herein fixed That as the sewâ€" ers are lmid and completed and tested, the trenche« shall be refilled with the materials excavated. and the streets and property reâ€" stored to sood condition. and all surplus materials . removed. That the cement moriar herein prescribed | to be used shall, unleas otherwise specified. be composed of one port Portland cement and two parts sand, with sufficient water to make the proper consistency. _ R 00. | The datum herein referred to shall be a horizontal plane distant in a vertical line 118.78 feet below the top of the waterâ€"table in the southeast corner of the City Hall in the City of Highland .Park, which is the established datum of the said City of Highâ€" AIl elevations herein fixed shall refer to the city datum as heretofore established. and clevations herein fixed shall be taken as measured vertically from such datum. Meridian, in the City of Hirhiand Park County of Lake and State of IMinois, and there shall be used twelve bundred (1200) That easementa jsiving the ritht to conâ€" struct, maintain and operate such of the foregoing sewers as are to be iaid throurh the property under the control of the North Shore Sanitary District. shal} be mequired im the manner provided by law. such exsements to cover a strip of land sixteen (16) feet im width, located elirht (®) feet on each ride of the center line of the sewer as hersinbefore loerted and described. Such easements shall include pertions of the following described property. toâ€"wit : A&!‘H-fi“ «16+ Inches North line of Underwsod Avenue shall be $3.% feet above datum. 8 0s F _ The grade of the sewer in manhole located in Comptoa Avenwe 42 feet South of the South line of Underwood Avenue shall be _ The grade of the sewer in manhole at the Northeriy terminus of the sewer on Westwood Avence shall be 51 feet above datum.. â€" The grade of the sewer in manhole located at or near the Nortberiy terminus of Blackâ€" wood Avenue shall be 5163 feet above datum. The yrade af the sewer located in manhole at the intersection of Underwood Avenue and | Dreenwoed Avenue shall be 50.41 fect sbove ! The grade of the sewer in manhole located at the Northerly terminus of the sewer on Greenwood Avenue, shall be 52.18 feet above datum. The grade of the sewer in manhole located in Underwood Avenue about 150 feet Eust of the West line of Blackwood Avenue, shall _ The grade of the sewer in manhole located at the intersection of Underwood Avenue and Eastwood Avenue should be 52.85 feet above Satum: _ The grade of the sewer in manbole located at the Northerly terminus thereof on Eastâ€" Cood Avense shail be $5.05 feet above datam. _-‘ â€" WiHlS#~~Rned "wt â€"a â€"5 326 about.â€"f ""“‘é'! Clerk of the s at vae a-nâ€"fi-.l.‘mA # the |~*Lake County. The grade of the sewer in manhole located at the Southeriy terminus of Western Avenue sewer shail be 53.3 feet above datum. The srade of the sewer in manhole located at the Northerly terminus of Western Avenue sewer shall be 5428 feet above datum. of 21.39 feet said sewer shall rise on a .035 rade. from whichk point a distance of 2185 feet said sewer shall rise on a 38% irade; thence West for a distance of 375 feet said sewer shall rise on a .65% grade; thence West a distance of 367 feet said sewer shall The wrade of the sewer in manhole located at the intersection of Onwentsin Avenue and Western Avenue shall be 52.26 fee* above datum on Half Day Road at the Easterly terminus of the sewer shall be 45.72 feet above datum. from which point West for a distance of 3375 feet samid sewer shall rise on a 0.35% wrade from which point West for a distance distance of 375 feet said sewer shall rise on a 1.44°. grade: thence West for a distance of T52 feet said sewer shall rise on a 1.5% xrade: thenee West for a distance of 220 feet smid sewer shall rise on a 2% grade; thence West for a distance of 320 feet said sewer shail rise on a 2.5% irade. The rade of the sewer in manhole located Prairie Avenue and Main Street shall be 54.96 feet above datum. The grade of the sewer in manhole located at the Southerly terminus of Main Street shaly be 58.56 feet above datum. The wrade of the sewer in manhole located at the imâ€" tersection of Maplewood Road and Haif Day Road or Prairie Avenue, shall be 59.08 feet _ ‘The grade of the sewer in manhole located at the Southerly terminus of said sewer on Mapiâ€"wood Road shall be 6364 feet above dat um. 6207 feet above datum. The xrade of the sewer in manbole located in Thornapple Lane opposite the center line of Lots 18 Block 12 Hirhmoor Subdivision shall be 6493 feet above datum. . manbole located at the intersection of Thornâ€" apple Lane and Maplewood Road shail be The grade of the sewer in manhole located at the Westerly terminus said sewer in Thornâ€" ap~ie Lane shall be 71.05 feet above datum. The grade of the sewer in manhole iocated at the intersection of Maplewood Road and Willow Piace shall be 60.36 feet above datum The grade of the sewer in manhole located in Willow Plaee about midway between Wilâ€" low Road and Maplewood Place shall be 67 4 feet above datam. The grade of the sewer in manhole located at the interseetion of Willow Road and Wil _ The arades of the sewer in manhole located at the Southerly terminus of the sewer in Willow Read shall be 752 feet above datum. w PWb shall be 7166 feet above datum. "The â€"erade of the sewer of manbole located of the sewer in the Westerly section 22 aforesald: Thener wes!, O0 W mocth line of said Section 22 and the north line of Section 21, township and range aforeâ€" said, to the east line of the north west quarâ€" ter of said Section 21; thence westerly, along the center line of Meadow Lane, to the interâ€" section of said center line with the north fine of aforesaid Section Z1: thence west, on the north line of Section 21. to the east line of the west half of the west half of the South West quarter of aforesaid section 16} thence morth, on the east line of the West half of the half of the south west quarter of Section 16, to the north line of said south west yuarter section : thence west. on the north line of said south west quarter section, to the west line of Section 16 aforesaid; thence north, on the west line of section 16, to the north / weâ€"t corner of said section; thence east and | north easterly, mlony the center line of Old Mill Road to the west line of the east half of the south west yuarter of aforesaid Secâ€" tion 9; thence morth, on the west line of the east half of the south west quarter of section 9, to the north line of said south west quarter section : thence east, on the north line of the wouth west quarter and the north line of the south east quarter of Section 9, to the place of bewinning, ail in the City of Mithland Park, Lake County, Lllinois . Mn enein | Improvements," approved June 14. 1+#%, and |all acts amendatory thereof or suppemental | thereto, and that the sari sum of $11,900 00 | shall be applied toward. paying the lawful I«.u and expenses attehding the proceedings for making said improvements and the cost [ of making and coffectin@ the aâ€"seassment thercifor, as provided in and by said Act of the General Assembly of the State of Mliness, SECTION 3. That the agwrevate amount 5 hervin ordered to be assessed meminst property, | and each | individuai asscesment, . also | the mssessment. if any. sirinst The municipality | on mecount of property owned by the municâ€" ipality . and . for public benefite. if â€" any, shalf be divided into ten (10; instailments in the manner: provided by law. which parts shall be equa! in amounts and euch a mul tiple of one bundred. except that any fracâ€" tonal amount after division as aforesaid shall be apportioned to the first installment, Each installment shall bear interest at the rate of six (6) per cent per anmum according: to THE HIGHLAND PARK PRRSS, HIGHLAND PARK, â€" That all prope the ‘said . sewer comnected . therew cost or charge w PC3 ticipating the collection of the second and sueceeding installments of said asseesment for said improvement provided for in this ordiâ€" nance, bonds shall be issued by the said City of Highland Park, payable out of said inâ€" stallments, bearimg interest at the rate of six (6) per cent per annum, payable annumily as provided by law and signed by the Mayor of said City of Highiand ‘Park and c_t‘u-u-d CH â€" MVE ARERIICE moan on ie e en t by its clerk under the corporate seal of said city. Said bonds shall be issued in the sum of One Hundred Dollars ($100.00) each, or some multiple thereof, and shall in all res pects be issued in accordance with and shall in all thimgs conform to the provisions of an Act of the General Assembly of the State of Illinois, entitled: ~An Aet Concerning Local SECTION 5. That the recommendation to the Council by the Beard of Local Improveâ€" menta of the City of Highiand Park, Lake County, IHHinois, recommending the making of said improvement and the passage of said ordinance torether with the estimate of the amount of such benefits. in aecordance with the provisions of this ordinance and the staâ€" tutes of the State of lilinois in such case Improvements .approved Jane 14, 1897, and all aets amendatory thereof or supplemental SECTION 7. All ordinances or parts of ordimances conflicting with this ordinance be and the same are hereby repealed SECTION ®. That this ordinance shall be Filed June Approved Attert : SECTION 4. That for the purpose Clerk of the City of Mirhiand Park, be taken to levy a speciai assessment for nâ€";nn-.:d‘ ““â€"L-.Im‘ ce . '.k’ s 3 on (h Mayor Park, Lak 18th, 1928 of the City of Highland Lake County. [ilinois as it may be lawfully in what property will lineal | foot, $ 3136 lineal feet of fourteen (14) inch internal diameter cast iron sewâ€" er. constructed of cast iron pipe lineal foot, 8 13 linea} feet of eight (8) inch imâ€" ternal diameter Number 1 quality vitrifed, . sult glazed . clay, . bell and spigot pipe sewer, laid in open cut irench at an average depth of 7.8 feet, with Portiand cement or hoetâ€"poured asphaitic câ€"mpound . joints, â€" complete . in place and backfilled at $3.20 per in lengths of six feet, having latheâ€"turned . tapered . joints, and provided â€" with . flanges or . lugs drilled for boits, tested for warkâ€" ing pressure of 100 pounds per square inch, laid in open cut trench, at an average depth of 12 feet, joints turhtly boited, comâ€" plee in place and backfilled at $9.90 per lineal foot, 33 li.eal feet of twelve (12} inch intornal diameter cast iron sewâ€" er, constructed of cast iron pipe in lengths of six feet, having lutae«tucned _ tapered . joints and provaded _ with . flanges . or . hues drailed â€" for | bolts, tested for & working pressure of 100 pounds per square inch laid .in opeh cut tronch, at an average depth of § feet, joints . tisthtly . boited, complete in pluce and b«ckflled at {6.70 per lineal foot, § lin l feet of ten )10) incb internal turnod. tapered: joints, vided with flanges or bur for| bolts, tested for m pressure of 109 pounds p« inch, laid in open cut ti un . average . depth of jmats: tightly . boited, cor tlzce and backfiDed at 3 Pumping | Station | complete, . inâ€" clading substructure, . superstrucâ€" ture, _ pumps, _ motors, _ valves. floats and switches, pipitur man holes and aif appurtenances, wired complete and ready to operate. . itemized as Tollow» : â€" 1 steel reinfureed concrete pumping station substructure twentyâ€"three feet nine inches +23 â€"97) long, nineteen feet (19â€"07) â€" wide and . varying from â€" twentyâ€"ome . feet . six inches (217467) to twentyâ€"two feet six inches (22%47) in depth: with m floor twenty: an â€" average . depth feet, constructed © \ culs« yard« of crushed used as a foundation . for at $3.00 per cubic yard Manholes â€" huving â€" an . i6 # Vertical sewerage pumpe of the trash type, each to pump at the rate of two bundred (200) gallons per minute M-“lhâ€"l‘dfllflrâ€" neal foot Msm me m ioi t four +241 inches thick and outside . walls . fften . (15) inches thick at the ‘top and increasing uniformly to twenâ€" tyâ€"four 124) inches thick at the . bottom : with . interior walls, slabs and beame; all cencrete to be proportioned one (11 part Portisnd Ceâ€" ment, two 12) parts sand, and four (4+/ parts | gravel or crushed stone, the total volâ€" ume of concrete of two hunâ€" dred and fifty (250) cubie yards to be reinforeed with twentyâ€"five thousand (25,000) pounds of new billet, inters mediate yrade, open bearth reinforeing steel u--ru-‘ im excavation, backfill, grading. sheeting . shoring, _ bracing. pumping. and all iabor, tools, materials, equipment and apâ€" brick . and 15000 _ common brick, said superstructure, to inches inside dimensions, and inches thick, doors and sash, hardware, wood framed roof with aspha)t roofing felt and »late roof covering, eut stone trim and sills, anchors, Ih: nish and construct the pumpâ€" ture, consisting of 9,000 face Navdin ds eAt eetat plans and also including all ing station substructure, comâ€" to.furnish wnd ereet the sewâ€" age pumpe at lll“.l._c:’ horse power vertical efectrie motor control panel with float switch «o arrunged that the starting of this pump can be plete st ... .. _ ... £8600.08 Pumping Station superstrucâ€" rate of twentyâ€"cight bundred (2800) gallone per minute agwinst a total head of eighâ€" teen and fiveâ€"tenths (185) feet the pump to be furnished diameter ca«i iron sewer el of cast irom pipe in for a working of ~monnestW)kes 7B an . internal 1s fret and feet $34,281.60 $31,046.40 $5,266.50 24,405.75 14,.625.00 23.249.10 3.600.00 made to out out the two (2) 6 gute valves with extension stems and floor stands to be furnizhed and placed on the suction and discharge pipes Mn en esn with all labor, tools. materlâ€" ais, equipment and . appurâ€" structurai . steel. . wrowcht jrom and cast iron within the pumping . atation, . inchuding 2300 pounds of cast iron and 3100 â€" pounds . of . structural sisting of three (3) rectanguâ€" lar . checker . plate . manhole «ssary to install the aluice wate at 3100 00 11.8 limea] feet of eatbiren |)*) ‘inch internal diameter cyiâ€" frames, the sewage bar screen, the pipe railing around the screen chamber, the fiftyâ€"four (54) inch spiral stairway. fortyâ€"eight . (48) cast . iron manbole steps, the circular manbole frame and cover in the screen chamber. and ail labor, tools, materiais, equipâ€" ment and appurtenances necâ€" essary to furnish and erect the miscellaneous metal work of the pumps, four (4) of said 'l)'-’:a be four (4? inch and two (2) of said i rver w be twelve +12) inch, all of said vaives to be rising stem type of standard make and shall conform to the speâ€" eifications of the | American Water Works Association for liwnt | pressure . valves, . comâ€" plete . with . all iabor, . touls, materials, equipment and apâ€" purtenances necessary to furâ€" mish and place the valve« at 30000 cach $300. »luice gate with opening twenâ€" tyâ€"four (24) incber . square with extension stem and floor stail the twelve (12) inch vitâ€" rified tile pipe sewer at $2.00 yer lineal faot $28. 350 linea} feet of twentyâ€"four (24) inch vitrified tile pipe sewer providing a bypass and disâ€" tharge connection from "Manâ€" bh-&(y_~pm designed to withstand & pres sure of twenty +20) feet of water on rither side of the gate, the sluice gate to be of a atandard manufacture and shail be furnwhed and erected complete with ail in« bor, toom. . materiais, . equipâ€" ment and appurtemances neeâ€" 14 lineal feet of twelve (12) materials, n.uwngud...;g';_ lenances hnecexsary to furfis and imstail the eihtrn (1n: inch cast inon pipe sewrr at $1263 wer ; linew! foot | $150. 18 linem} feet of twelve t12) inch | internal . dimeter . bell and | spiot cast ron . pipe indrical beil and «picot iron pipe sewer weighing bundred and twentyâ€"nine atation > substructure, .. sald pipe to be laid witk cauked vakam. and lead peints imcludâ€" ing . excavation. . backfilling, shecting, . shoring, | bracing. lineal fout, said pipe providâ€" in a connection from "Manâ€" hole No. 17 into the pumpimit and fiveâ€"tenths +72.5) pounds per Sines? fuot, sald pige priâ€" pumping station substructure into "Marhole No/ 2." «aid pipe to be laid with caulked conum and lead jointa includâ€" ing excavation. beckfilling. sheeting, . shoring. . bracing pumping and all labor, touls, materiais, equipment and apâ€" purtenances mecessary to furâ€" mish and instail the iweive (12) inch cast iron pipe sewer at £3.50 per lineal foot 365. Manhole for reference known us "‘Manbole No. 17 providing a junction for the two (2) fcurteen +14> inch cast iron sewers. a connection to the ewhteen @181 incho cast iron inlet pipe to the pumping staâ€" tion substructure and a conâ€" nection to the twelve 112) inch . vitrified . tile . overflow pipe, said manhole to be conâ€" strurted with a base of conâ€" crete 6 inches thick in proâ€" portion of one (i} part Portâ€" land cement, two (2) parts sand and four (4) parts gravel and constructed on said base the manhole . having . brick walls * inches thick laid in cement mortar composed of 1 part Portiand cement and two parts sand mixed with sufficient water, with east tron equipment and appurtenances necessary to furnish and inâ€" stail the "Manhole No. 17 inâ€" (12) inch vitrified tile over~ flow pipe from "Manhole No. 1" and the twelve (12) inch cast iron pipe discharge from the pumping station into the twentyâ€"four (24) inch vitriâ€" one part Portland cement and cludimg . exeavation, . backfillâ€" ing a junction for the tweive eseary to furnish and install the ~Manhole No. 1," includâ€" img excavation, . backfifling. neetion _ between _ ‘‘Manhol No. 1" and "Manhole No. 2," for said sewer to ©70.00 known Enzineeriny Seâ€"vices, Surveys. plan superintendence and inspection 211,100.04 Lexal and court coets. levying: and collecting. mssessment Total estimated cost of said improve Dated this * of May 1978 I. MHENJAMIN F LEWIS, Mayor of the City of Huchiand Park, and We. WINDES and â€" MARSH. | Engincers specially . employed by the said City of Huhland Park, do each aeverally certify" that im our opinions the above estimaie dors not exceed the probable rost of the froposed improvement and the Council at its mecting held omâ€"Monday, im Isth, 13>. and was thereupon referred to the Counci as a Committre of the whoie. which recommensied it« passage IN WITNESS WHEREOY, I have bereunto set my hand ani afficed the corporate seal of said City of Hutiand Park, this Isth day NOTICE is WERERY GIVEN that bids wiil be received for the comstraction of a reinâ€" foreed concrete " pavement . improvement . in Green Bay Road from the northwesteriy line estended. of Central Avrowe. to the west limita of the City of Muchiand Park. said west limits being the west line of Section 14. Township 43 North, Range 12 Kast of the 3rd Principu! Meridian, ail in the City of Huhiand Park, County of Lake and State of ilincis, as a whole in accordance with the ordinance. therefor . NOTICE oP LETTING CONTRACT AsSESSMENT NO. 26 BoAkD OF LOCAL IMPROVEMENTS oFf TME CITY OF HIGHLAND PARK NOTICE IS HEREEY GIVEN that bide wiil a £_ is what happened: â€" s down.a. Jarap. Bost. *Xt~â€"â€"â€"â€" He was asked to come to court for * Said bids will be received by the Board of Local Improvements at its office in the City Hall, | Muchiand | Park, | lilipow, @ntil 7:4 uÂ¥iuck pm. on the 16th day of July, 1978, mt which time and place they will be publicly â€" The apecifications and biank properaia will be furnished st the Othcr of the Houré of City of Local Improvements when entering into the contract for the constraction of said imâ€" Likal improvements in the City Mail of sast which boods will draw interest at the rate amount of his or of said improvement will be reyuired to enter into bond in a sum equal to oneâ€"third of the Judge Charles McKiniey has been chosen to preside over a dog courtâ€" believed to be the first of its kind in the countryâ€"where only cases conâ€" cerning dogs will be tried. It will not be necessary for dog defendants to be present in all cases. Vagrant dogs that are picked up will be tried at the pail of five gallons of gasoline and hurriedly drank it. The cow suffered skAT court and dogs allowed to go without a muzzle will also have their cases aired in this unque A man bougght a motor car for $20. He thought he had a wondeful barâ€" He was asked to come to court driving without a license. He sold the car for $3.75. The court fined him $5. no bad effects. ment, s»d sppurtenznoes neeâ€" cesary to furnish and install the twentyâ€"four (24) inch witâ€" rified tile pipe sewer at $4.00 rtify The successful N'bv for the construction the pumping station substrucâ€" ture into the inlet chamber of the mettiing tamk of the exâ€" isting sewage trestment plant of the North Shore Sanitary District, said pipe to be of bell and spigot type or fianged type joints, the pipe weighing twenty (20) pounds per lineal twenty (20) pounds per lineal D. all pipe and fittings conâ€" forming to the standards of the American Waterworks Asâ€" sociation, the pipe lines to be furnished and placed complete plete including all breaking of concrete and repiacement of concrete necessary for conâ€" necting into the inlet chamâ€" ber of the setiling tank. all excavation, backflling, sheetâ€" ing, shoring. bracing. pumpâ€" imx. aed all labor. tools, maâ€" teriais. equipment and appur plete the two (2) dicharge insins at lic per pound $+96.6) Kespectfully . submitted. BENJAMIN Fo LENWIS, Mayor of the City of High! ad Park Lake County, Ilin 48. Mas Court for Bowâ€"Wows wWINDES & MARSH By FRANK A. WINDES, Engincers speotally . emp.oped by the City of Murhiand Park. Lake County, lilinom WINDES & MARSH Py >RANK A WINDES. Engineers . apeciall> . â€"mployed . by tme +o4 <4 Hamiani Park, Lake What Price Auto? at. day WENJAMIN FoLEWIS: of the Cvy of Huchinad Park Lake County, Hinow KR City Clcck. do hereby unving as m true and coc> v C MUSSER, City Clerk $139.156.10 g211,066 10 11.900 06 #+