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id it3 i# it aÂ¥ north line of f .. 1 . 3 _ Lo HP SAE %?)‘ntrAm“:d hl oint in the north line of lenwood Avenue, fifteen eet east c A?ve-t. line of the NortbeufiQuM (N.E.%4) of the Soquthwest Quarte (8.W.%) of Section 22, Township 43 North, Range 12 FEast of the TlTn Prirtcipal Meridian, thence north along a line fifteen (15) féet east | oi andparallel with the west line of said Northeast Quarter (N.E.%) of Souéhwest Quarter (S.W.%) and the west line of the Southeast en (S.E.%) of the Northwest Quarter (N.W.%) of said Section 22, to o7 sald Section 29 thence "lhy(Nâ€"8) ie "oe ooe Aaver dharker O Wâ€"%) of sa ction nee m sai venue ntersecâ€" tion with Hn’J{ Day Road, thence west in ufi%&!m Road to a seventeen (17) feet east of and parallel with ‘center line e south of Summit Avenue of Krenn & Dato‘s ‘Hlfbhnd Park (Addi thence north along said line which is seventeen (17 feet east of and > allel with said center lime, as extended south, of said Summit Avenue, the south line of said Krenn & â€"Dato‘s Highland Park Addition; also in | HALF DAY ROAD, from and connecting with said proposed imain uidHtllD-yRM.t-gidCoanc Avenue,, thence ast in said H Da_yRo.dtothcmlimuofthe'iltyofn# e County, Hliâ€" hi o o in ie t hn d hetiles in Tap 8 dian; ® sndfiint k!llto!lnulduntironmp!pcim,m‘ said pij,,. p_"1" ‘Tom and connecting with fi in said Ridge Road at its intersection with Cla , said (Clavey Road to and connecting with the exist Bay‘Road; also in . e 3 ky if SKOKIE VALLEY ROAD COMPTON AvVENUI Day ROAD, «and along suiuns AVENUE . ext connecti said proposed main in sa f gect';':g :?th Skokie V&h | © YEmie hnd 1t eb epeni d c aner P Mrodicind 1 ley Road to RIDGE ROAD, from . and . uid%eld Road at the in ism Rie® Toad o U in sa :;onx the line between Lake {y said %:;"’ Lihe Road to and Bay ; also in & ; [CLAVEY ROAD, from and connec inid“(i*di Ridge Road at jts interscctio faid Clavey Road to and comnecting w Bay ‘Road; also in j & PostutP S ~20 EC vEWEORE OR erly lHine of saia (~eor,i1 "a UOtVNWeSferly from and paralle! . with the southâ€" erly line of said Central Avenue ‘a line six hundred forty three (648) feet northeasterly from and parallel with the east line extended cf Dale Avenue, thence southwesterly in d Central Avenne and conngting with the existing mains extending/ to the existing.: stand ;hg: at Green Bay Road and Central Avenue, southwesterly in sai ntral Aveâ€" nue to its intersection with Dee eld Avenue, thence southwesterly in Deerfield Avenue and in Deerfield d to the west limits of t he City of MHighland Park:; also in B : : CBe abfninpii e mm atenirt 3. M bevis ind Apsicias avted ‘harad LMB 12 20 24 10 09( mm ment is as follows: That a system of cast iron water mains be construct ed sin: We EL3 *+_â€" CENTRAL AVENUE, DEERFIELD AVENUE and DEERFIELD AD, begirmw at and eonnectlng with the m(Z) existing discharge mains of the Water Works Plant of the City of Highland Park,; along a‘line extended hirty t30) feet west of the west face of the west wing of the main building of said plant, thencée southeasterly along said line parallel with said west| face and said line extended, one hundred (100) feet," thence southwesterly «long a line parallel with the scouthâ€"face of the mai building of said water plant, and said line extended one hundred eighty |(180) feet, thence southwesterly to a point in Central Avenue:â€"on the westerly line extended of Lake Place and one (1) foot south f the north line of |said Central ‘Aveâ€" nue, thence southwesterly in said tral Avenue to the intersection of a line forty six: (46) feet northwed ty from and paralle! with the s?uth- ’rly line of said Central Avenue *n Himn "whee s Pnvnrlatc l 1 s s p ie y e ordered Illinois, ment is ed sin: BE IT ORDAINED BY ‘THE COUNCIL oF THE) C LAND PARK, COUNTY OF LAKE, AND STATE OF IIT ‘SECTION 1: â€" That a local improvement be and the ordered made in the City of Highland Park, County of: Illinois, the nature, character, location, and description ‘of meht is as follows> That n‘ ewakaws / iL L_ umt fPEEOT DA â€" «2005200 13, Bcalzl%llmo( Local Improvements of the City of Highland â€" 018. s f ¢ Dated at Highland Park this 17th day of JuléhA. D. 192 AN. ORDINAN ts Providing for the construction of a 'fi"m of cast ‘in CENTRAL AVENUE, DEE D AVENUE, 4 ROAD, RIDGE ROAD, COUNTY ROAD, â€" SKOKIE VALLEY RdAD. COM N AVENUE, line of the northeast % of the sobthvc}t ‘% and t the southeast % of the northwest % o Section 22 North; Range 12 East of the 3rd Principal Meridia bas 2. _ Proposed improvement in a workmanlike City of Highland Park, County of Lake, and State. of Together with an estimate of the cost of im to the extent that we deem} necessary, dnlg lixnedngy 1 Board, and we recommend ‘the passage of said. ordina of the improvement eantaomnlatad an2L.iC > lel with said center yA 1 @4 o _ irkeventeen (1F7) feot east of andâ€"paralâ€" lel with said center line, as extended south, of said Summit Avenue, to the south line of said Krenn & Dato‘s Highland Park Ad ion; also in . HALF DAY ROAD, from and connecting "with said proposed main in said Half Day Road at said Compton A_venno‘ thence east in said Half Day Road to the west limits of the City of Highw >d, Lake County, Nliâ€" nois, being at the east line of west half (w.sfi of ion 15, Township 4Â¥ North, Range 12 East of the Third Principal Meridian; | . i SKOKIE VALLEY ROAD, â€" COMPTON _A ST HALF DAY ROAD,:and along SUMMIT AVENUE ed and eonnctint with uis Eopo‘ed main in said d Ro tersection with Skokie y Road, thence northwesterly in Valley Road to Compton Avenue, ‘thenceâ€" north in said Com to a point in the north line of Glenwood Avenue, ‘(1 of the west line of the Northeast Quarter (N.E.% ) | of : Sout ter S. E.%4) of the Northwest Quarter (N.W.%4) of said Secti Third Principal Meridian, thence north along a line (1 of: and punflel with the west line of, said Northeast the Southwest Quarter (S.W.%) and the west line of the Sou CLAVEY ROAD, from and connecting with said in said Ridge Road at its intersection with Cla said Clavey Road to and connecting with the exizz Bay Road; also \in - ROAD, beginning at and connecting with the the|two (2) existihg disâ€" at con ‘ a) / * A ehm'rmfl:f‘th Water Works‘ Plant of the Clits .ol‘&!chhad Park, ting or e Sale Couonee No d eet et af the mett 4 cong. sald f e main of sa e squtheasterly Tow, nouie Soumwedient eiake avd e ho Pertnded. one hundred 1007 ~sou along a h ‘ace o main building of said water :nt,andnldlipouundodo‘nohuldgs eighty (180) feet, thence so to‘;apomt n Central Avenue on theweamlylineextendedofl,,h onc(l)footlonth&t“the north line of said Central Avenue, thence southwe ter}v in said tral Avenue to the intersection of ‘a line fortyâ€"six (46) feet northwesterly from and! Trlllel with the southerly line of saidtCentral Avenue a line six hundred forty thm»(mfi feet northeasterly from and par lel with the east line extended of Dale Avehue, thence southwesterly â€"in #aid Central Avenue to and connecting with the exi z mains extending: to the existing stand piS: at Green Bay Road and Central â€" Avenue, thence. southwesterly ‘in said Central u‘Avenue to its intersection with . Deerfield Avenue, thence southwesterly in Deerfield Avenue and in Deerfield Road to the west limits of the Ciyty ‘of. Highland : Park; 0 in f ies RIDGE ROAD, from and connoctgxc with the said proposed main in said Deerfleld Road at the intersection of said Deerfield Road-vi_tblidfi Road to the south (sometimes known as Lee Road), thence southeasterly in raid Ridge Road.to the County Line Road (beingdxe public road along. the line between Lake County and Cook County), thencé east in said Coun h'.u;e Road to and connecting with the existing main in Green Bay Ronfi!, in a i s CLAVEY ROAD, from and connecting with said |p opesed water main in said Ridge Road at its intersection with Clavey Ro S{ thence east in g.id ghv"ey Iltoaq to and connecting with the existin in said Green Gentlemen : We herewith submit an ordinance for the const east iron WATER MAINS, in: _ _ : for two weeks, {and published as required. by law, 1 RECOMMENDATION OF THE BOARD OF LOG 50 fHE MAYoR _ Anp COMMISSIONERS . _ County or LAkE anD Stare OF ICLINOIS, IN COUNCIL ASSEMBLED: . _ _ The following ordinance having been to ‘the Council at its regular meeting, Friday, July 31st the to Conncflu:CommitteZol“xelv.:.dlé?”w -b, w tlll 3 TbenmetheConmilunâ€"Commimodm mommudedtho 2 k mh‘.‘“‘.fid{‘cfi!‘!‘ that ‘the crdinance be filéd for nublic insnactian PAGE SX \ o OTTAFYrYmv Cc oo seu s 00.( E2 A ACRCIGAT MCEICIAN ROAD, SUMMIT AVENUE extended. south inclu« and materials and all other expenses necessary to rro ed system of cast iron water mains, all in the amfol:ark. Lake County, Hlinois; and providing for such improvement by special assessment and the iss assessment bends. * CENTRAL AVENUE, DEERFIELD . AVENUI no, ns " ine of Glenwood Avenue f the Northeast! Quarter (N.E.1 9% Stoc?“fion 22. Townshin 492 ‘\Ym-cln improvement contemplated therein L io dos Snd e eeiee ‘u.lE.El' _i 35 . â€" 5 o_ township 43 North, Range 12 t of the TlTrd. ridian, thence narthp along a line fifteen (15) féet east | of with the west line of said Northeast Quarter (N.E.%) of uarter (S.W.%) and the west line of the Sputheast er the Northwest Quarter (NW 1\ as .15 on itheast Qu: F P t ue €2000 ; CORA B sting mains extending to the existing. stand Jhg: at amn d Central Avenue, southwesterly in sai ntral Aveâ€" ntersection with Deerfleld Avenue, thence | southwesterly in ::nel:zd.in'Deerfleld d to the west limits of t he City of ; also in . s , OAD, from and con ting with the said| roposed maih in ‘Road at the intersec of _ said Deerfield Road with south (sometimes as Lee Rogd), thence southeasterly e Road to the y Line Roadfi(boi'nzthepublic ad e between Lake Co ty and Cook County), thence mzin‘ L&;Road to and connecting with the â€"exis main in G: \ 0o * . ol ooy ue (N.34) _ of north in said Day Road, thence west i feet east of and paralle ‘¥ ROAD, COMPTON AVENUE, SECTION 32, H. !LF along SUMMIT AVENUE extended ‘south, from and d ‘proposed main in said Deerfeli 0 mou Un viken ty yo PADVSment be.and the same is hereby nd Park, County of: Lake and Stéte of ion, and description ‘of which imm of cast iron watér mains be cons ry, duly signed by sage og said. ordina: mll bmi to y submit SAMUEL M ~‘FRANK L. > LYLE GO JOSEPH B. e City of Highland NOTICE T ‘AVERUE, extended southy e.,‘,n.“ sou n in said e eld Road at.lkts nâ€" ence northwesterly in said Skokie ceâ€" north in said Comgton Avenue vod Avenue, (15) feet east rter _ (N.E.%4) |of Southwest Quarâ€" (N.W.%4) of said Section 22, to the l}gng' a line fifteen (15) feet east d water main s , thence east in ng main in said Green d for public inspection ras tm:uinonsly ‘adoptâ€" AL IMPROVEMENTS uction of a system of water mains DEERFIELD VEY ROAD, ong the west west line og Townshilg 4 HALF DAY ing all labor nstruct said City of High. he making t:j ing of speci with boxes, water , all shoring, bracâ€" th earth and sand, kways where tuts Is, the cost of enâ€" necessary to conâ€" anner, all in the linois: rovement, itemized e President of this e and the .making uthwest Quarter . HASTINGS, HENEY, RLEY, A CARD, :# CITY OF HIGHâ€" LLINOIS: :i :0 > and : DEERFIELD , Lake County, its interâ€" erl eoanay hok : i chigh 098 s Aly 1. 553 m a " s\ 66 $L _ C 6 hCVCl mIxed With sufficient water to mlite’a qtunx lu:f If constructed of concrete blocks, ?aid’blacks shall be laid fifi joil"nl Offmomr(l)n”flryf g’o:mop thebt u:l two ?2) Il’lh' “!:d, mixed vclume of one pa o ‘cement, ‘sa withsuflcientwawrtomthfl:mki,, ng mass, . ® E36 The inside| diameter of each valve vault shall be four (4) feet at the bottom : thereof, and up . to a| horizonta} plane three (3) feet below the top of the masonry, from which plane the diameter shall be nhfomlj deâ€" creased up;nrda to two r{zzhi’eat, :th:be top of the masonry, in au‘s: mfi:.- ner as to fit and sup cas! n cover . n Side walls SaooHy C Sn hnd support the cast iron cover herein provided. . _ The drip of each hydrant shall have Lne-‘qnu of gravel placed under and @round it. " There ; and aronmr the said ‘prog:ed gate .vniveg at th said Plates 1 to. 10, inc i“e. sixtyâ€"o < (61) :« vaults shall be constructed of concrete (elil;er bl posed by volume of one (1) w Portland cement four (4) parts: gravel, mixed fith sufficient water If constructed of concrete blocks, ?aid blocks Pelome ormene o P oned Pn on ine] nside, w vcelume of one pa ‘ce % with suffcient water to make a :quaking mass; . The inside| diameter o{ eachh::iho ;;nlt h:nhmtl bottom : thereof, and up . to a| zon plane top of the masonry. from which nlans 11.1 Nt ® Xpperm c clc c 0C 000C C MA pressure, j HYDRANTS: % s ts a 3 There shall be furnished, set, and connected to the herein propose water mains as shown on said Plates 1 to 13: inclusive, fiftyâ€":five (55 bydrants. â€" Said hydrants shall be cast iron body, bronze mounted fi hydrants, for a depth of trench of five (5) feet six (6) in,che{f“for six (6 inch connection to main, with five (5) ‘inch valve opening, with six (6) inch ‘cast iron body, bronze mounted auxiliary gate valve with cast fron box and cover, with two (2) two and oneâ€"half (2%) inch standard. ; ecnnections, with one (1) standard Highland Park steamer hose connec. tion, with lugs and two (2) one (1) inch wrought iron tie bolts for strapâ€"; ping. ; j ; \ The drip of each hydrant shall have lne-quw r ( i‘ of a‘ cubje yud of gravel ;lgged under and around it." Pp.su"LfeL,, (i*) of m cubic & wab. Nes Aebprhart I Pr hb ere n ie a i9 2 12 i0) imch gate valve weigh twelve hundred ninety (1290). pounds eac‘?n, one (1) gear opérated si (16) inch gate valve weighing nine hundred (90% pounds each, not cluding the weight of the gears, twelve (12)) s rd fourteen (14) eh'x:t vate valves, weighing seven hundred eighty (780) pounds egch, «el £{11) standard twelve (12) inch gate vaives, weighing five ,hundrgd (500) nounds each, three (3) stan‘ttvrd ten (10) inch gate valves, weighing four hundred (400) pounds eagh, twentyâ€"two (22) standard eight (8} inch ga valves, ~weighing two hundrfi‘flft{;five (255) munds each, | All of the above gate valves shall be cast iron body.,binze mounted, bronze stemmed, doufi: water gate valves, for one h d ~fifty (150 nounds per square inc working pressure. HYNPD A Xrme® | : There shall be furnished and set in (Phee along 1 ‘hains at the points as shown on said Plates 1 tc (11) standard twenty â€"(20) inch gate : valves weighi (1700) pounds each, two (2) . gear operated, twenty â€" weighing seventeen hundred nfi?flO) pounds each, not of the gears, three (3) standard eishteeg (18) inch twelve hundred ninatw {19any _ _ 3e "~~a (10) InC tar nina : ahaly 1. ) ul 1 21 o9 EO0 CEA DEICIE IMOGC CG H‘l'f DI}' M, said gl:ter 5pipe shall be fourteen (14) inches in diameter, as shown on said te 5. i. k 2l # f ARE ... In Half Day Road west of Comrton Avenue, and along the line parâ€" gllel with .the center line of Summit Avenue extended south, .uig water pipe shall be twelveâ€" (12) inches in} diameter; as shown on said Plate 5. . In Half Day Road east of Compton Avenue said water pipe shall be ten (10) inches in diameter, as shown on said Plate 6. ; { All of said proposed water mains shall be constructed of firstâ€"class cast iron water fpipe, and fittings of the bell and spigot type. ; The depth of the bell or socket of all of said water "'Ef and fittings shall be not less than four'fi:i) inches,.except that the soeket for six (6) inch pipe shall be not lesg than three and cneâ€"half (34%) inches. The weight of said water pipe shall be as follows: Td es f ‘~500 lineal feet of said twenty (20) inch pipe sRail weigh 208.3 ’pom?do per lineal foot, or 2500 pounds per length of twelv“lz) feet. | < 9750 lineal feet of said twenty (20) inch pipe s 1 weigh 175 pounds per lineal foot, or‘ 2100 pounds per length of twelve (12) feet. | t ‘All of said eighteen. (18) inch pipe_shall weich 150 pounds per lineal foot,.: or 1800 pounds per length of twelve (12) feet. | All of said fourteen (14) inch Jipe shall weigh 102.5 pounds petT lineal foot, or 1230 dpounds per Ielp:rth twelve (12) feet. Kok | Fils All; of said twelve (12) 4 nchapipe shall weigh 82.1 pounds per lineal foot, or 985 pounds per length "of twelve. (12) ‘ feet. o t _â€" All _ of said ten (10) inch pipe shall weigh 63.8 pounds per lineal foot, or 765 ,gounds_ per length of twelve (12) feet. ie e All of said eight (8) inch pipe shall weigh 47.5 pounds per lineal foot, or 570 pounds per length of twelve (12) feet. _ §$.:% s All of said six (6) inch pipe shall weigh 33.3 pounds per lineal foot, | or 400 pounds per length of twelve (12) feet. + f x There shall be feurnished and set the necessary cast iron water pipe | fittings,. consisting ‘of tees, ‘crosses, plugs, curves, red , and ‘sleeves, | al as shown on said Plates 1 to 10 Ewluaive. Aefi ipenm fittings s l\);:{(;f‘emlgaving the foundry, and wbfie hot, be coateg with asphalitic paint. | + + 44 f I Â¥ | J3 .â€"‘ There ghall be furnished and set in place along the line of said water| mains at the points as shown on uic{) Plates 1, to 10 inclusive, ‘el ( 5: '17‘)m:;tanda§d twe'ptyk;(zqz_‘inch gate‘valves weighing kevantaan: kaaduo4 213 , 3} / tSt Wharter (N.L.54) of the Southwest Quarter tg's.w.ab along the west line of the Southeast Quarter (8.E.%4 ): of tN«E Quarter (N.W.%) of Section 28, Tovmahif 43 No‘flhh Range-lz the Third Principal Meridian, from Deerfleld Road to alf Day Road, water pipe shall be fourteen (14) inches in Alamag., 7} "7%. 1020 m 1 E.09 Cld 3e L 20 0 en e ce o 2 C Lc on o m m . SUS C APO MCEE ~URE OA l'lfim 4. m Deerfleld Road, from Ridge Road to the west limits of Highland Park, said water pipe shall be twelve (12) inches in diameter, as shown on vsaid Plate 4. : ® ‘ f ‘In Ridge Road from Decerfield Road to the south line of Section 27 Township 43 North, Range 12 East of the Third Principal Meridian, said g]atteer 2plpe ‘shyll be fourteen .(14) inches in diameter, as shown on said a s [ 1 h P Ens . S pap o An e inlages"wpraing S hn ies t Feag n Ne = @ uts dttudea ts aaia hmd d h is . 14 ol s s 50c3 (ie 1 110 Green Ba; Road, as shown on said Plate 1. j lt & WAnTER M t th ed water pipe shall be as foll size o e proposed water pipe s e as follows: fige ns In Central Avenue, Deerpath Ivénne, and Deerfield Road, from ‘the said connections at the said Water Works Plant to. Skokie Valley: Road, s#eaid water pipe shall be twenty (20) inches in diameter, as shown on said Plates 4, 7, 8, 9, and 10. * ‘ In Deerfield Road from Skokie Valley Road to Ridge Road, said water ripb shall be eighteen (18) inches in diameter as shown on said Plfito 4. m Deerfleld Road, from Ridge Road to the west limits of Highland Pawlk â€" antrl arniage i feus .\ ut uy o C en 10 ho eent NWO : ) bef FOL ~WY We nc n prds Noaan o on ic oc ck | One ‘(1)‘ connection of the p sed twenty (20) inch main the exâ€" glt'ing ;(v)relve (12) inch main at ,:h‘e Water Works Plant nm‘:fi on said + te & + # & » & i _ _One (1) connection of the ptrorosed twenty~(20) inch main to the exâ€" isting ten (10) inch main at the Stand 'Pire as shown on said Plate 8. One (1) connection of the proposed eight (8) inch main to the existâ€" ing twelve (12) inch main at the intersection of Clavey Road and Green Bay Road, as shown on said Plate 3. :/ 2E ' One (1) connection of the proposed eight (8) inch main to the exâ€" zgting t,:v,elv% (13) inch‘-m;in at the intersection ‘of County Line Road and srean n ar PV Cl S enc o n Cooma) C diameter, f CONNECTIONS. . Sas There: shall be made five (5) connections * onE (1) connestion af the ed twent e connection 6: C en isting sixteen '{,16) inch dilchml:'mlinsat shown on said Plate 10. t above 2 COs Conlanly "has an w Maveind in c leninierarmalihedinririns Aicmcanmrdiunds 1 4 Fa ENGINfilER: Board of Local Improvements of the City of Highland Park, Ilinois, or such gnon, firm or corporation as said Board. shall authorize to act in its place with reference to the construction Bfo imâ€" provement or any portion thereof referred to herein. The said rd shall cause the Engineer to set protet stakes, make measurements, mark grades herein provided, and make necessary sur;‘exn plans and profiles for thenegt}“:'t}-‘u'cflog of the improvement herein pro e&_tq be cons f Wherever the follo Wwords or terms are used in this following definitions shall obtain: ; i I BOARD, or BOARD OF LOCAL IMPROVEMENTS:, the cal .!',‘32‘;’.?&'.“.3."“ of, the City of Highland Park, Ilinois. â€" The improvement provided for in this ordinance is further rzmhm and described ‘upon carhlg plates or drawings, showing plans, pr¢ and details of construction, which are hereg attached, made a part hercof, and marked, respectively, Plate 1, File.No. H. P. §701; Plate 2, File No. se s e e oo e e ie mlhnt Armbh hi ertbiiint APrabdried Aâ€"Ruvcl c 2 C U * H. P. 8707; Plate 8, File No. H. P: 8716; Plate 4, File No. H. P.. s'r;(‘o: Plate 5, File No. H. P. 8709; Plate 6, File No. H. P. 8717; Plate 7, No. H, P. 8718; Plate 8, File No. H. P. 8719; Plate 9, File No. H. P. 8720; Plate 10, File No. H. P. 8721." Said plates and each and all of the con. tents thereot are hereby ;ude a part of this ordinance with the same force 3nd"‘deflect as if t:m ‘t.ii phnn‘:io pr:dfilm, andhdeuil: upon uidi»phm or ra were set out in wo a erein. gWÂ¥sr L n DEFINTIONS. : f : Â¥24 nections and fittings, fire hydrants with auxiliary valves with boxes, water gate valves, valve vaults, concrete bulkheads and. pk:, all ohotlu;i bracâ€" ing, trenching, grubbi;}g,’ calking, testing, b-eldillluk“th earth and sand, flushing, restoration pavements, nl{-. and parkways where cuts are made, the removal of .fi' surplus excavated materials, the cost of engiâ€" neering services, and all other labor and expenses necessary to construct gaid lpro ed improvement in a workmanlike manner, all in the City of Hix_{llamfol.’uk,;&unty of Lake, and: State of Illinois, _ * ‘een bay Koa ATER ¥‘IPE. THE HIGHLAND PARK PRESS, HGHLAND PARK, ILLINOIS inches thick, and the bottom ", .2 1. 1Coriield hoad to Half Day Road, said urteen (14) ineh_e's in diameter, . as shown on said west of Compton Avenue, and along the line parâ€" ir};{ of “Summfit‘:Avenue ex'tended south, said water 5 Tnvsd Ne en n 298 c S s P 9 0e 2 ve (5) connections of existing water ains as the proposed twent (2015inch main h{ the exâ€" disch!:#gg? main ('attythe &ater Works t as rfield Road to the south line of Section 27 2 East of the Third Principal Meridian, said ~(14) ‘inches in diameter, l‘l ‘shown on said { SA h I | south line of said Section 27 to Clavey Road, ‘rated, twenty ~(20) inch gate valves, unds each, not includinJ the weight hteez (18) inch gate valve weigh each, one (1) gear opérated si hunfi:«\i (?00) pounds each, not terms are used in this ordipance, the in diameter, as shown on said six (6) inches thick. Ssary cast iron water pi rves, reducers, and sleeves, All pipe and fittings shall, coatedlwith asphaltic , paint. Tourteen (14) ine unds efch, @leva: five bundrgd» {500) ves, weighing four ight (8) inch gate Board of Lo Fflfid. Jl;fly ;;;-g s.x per cent (6%) per ; -ngr in accordance with visions of said Act cf 1 now in force, and shalt Clerk under the cornarat the IJOC‘! Imirchme'u.n thereto, and that said sum cight bflhn and For?-nj the cost of making and c« 1 y .. ue @4 lace where. and far 111 . ._â€" "*L‘¥ provided :fcr shallâ€"be niubio for . ® lplnce where, and for the purpose for which used, and| said impro t izxz‘l:alllbxe made pnd:'r t}\e fl;d;r%c’ttion fmg to the ?&"fi?} of the _Lwcal: Improvements o ity o hland ¢ County, I1 "*_SECNON 1. . Trat the reccmmen&tion of the Board qr,tf.onl Li provements of the City of Highland Park, Lake Ooung, Illinois, provid« ing for said improvement, together with the estimate the cost ther + made by the Mayor as Pruld&:of the said Board of Local Improve: #) both hereto uttache%‘l:e and same is herm a .‘ SECTION IH. t. said improvement shall and the: 1 cost thereof, including the sum of Twentyâ€"two Three h d Piftyâ€"eight Dollars and Fortyâ€"nine Conts (% ) (being the amount included in the estimate of said Mayor as President of Board of al: Improvenients, hereto attached,as the cost of making: and collecting the assessment herei:‘{. be paid for b special assessment; to be levied aall the property benefited thereby to tio amount that the same may be Hle_ gensencd therefor, in accordance with the provisions: of an Act of neral Assembly of the State of lllinois, entitled, "An Act Concerni g‘;e Local ’I'umrcvements." approved June 14th. 1897 a«wa Lm ... eroth clan sE LLEEE :: _ CORUNMEAXY ory w (oc T. ECY _OT . HH _ $ECTION II. ‘That the reccmmen. provements of the City of Highland I ng for said improvement, together wil made by the Mayor as Pruldm of the both hereto attached, be and semban as All of said water pipe, valves .nds.)zfimm shall com lowing test before being necfited. test to be mac the pipe is covered. After f ng the r’ige with water, t be raised to one hundred tventrflve (125) pounds per sq jecting water into said water pipe by the use of a force | tained :at that pressure for a period of sixty (60) minutes of not r:ore than the following quantities of watéer: For a 6â€"inch pipeâ€"6/10 nf- per 1000 feet of length. ‘For : 8â€"inch pipeâ€"8/10 gals. rfer-looo feet of length. For a 10â€"inch pipeâ€"1 gal. per 1000 feet of length. For a 12â€"inch pipe-â€"l-{llo gals. per feet of length. « For a (hinch Plbeâ€"â€"4/10 nle: per 1000 fest of ienath : or a ch pipeâ€"1« gals. 1 eet of le: . For' A 20-inchpninn._9. h!-'n--pszm BVEET wi I All cement hercin provide‘l to be used i fineness Jnrmitfi ninetyâ€"two)per cent . (92% one hundred (wonf meshes to the lineal inch (1) part by volume of the c:ment and three sand, shall have a tensile s rength of two square inch after beingâ€"exposed to the air water six (6) days. TESTING. i & td CEMENT All sand herein provided to be used in sharp sand. All water provided to be used shall be clean and mnfor which it is used. ' 4) l £ ». All joints of water pipe, fittings, valves and hydrants shall be made with lead and jute; the lead shall be: firstâ€"quality soft pig lead, and a;t:_l%illbebest quality, long fibred packing. h |~~Al iwater piye ‘fittings, valves and Ahydrants shall be laid 3&Wcm, 0 sufficient width to permit of proper laying & All trenches and excavations shall be backfilled and with water, and all %murhh from the excavation for valve vaults, piers, bulk , and for any ‘excavation, shall be M from the site ‘of d:e improvement. es PIPE LAYING, 9 a Cl \ All. avements, walks and parkways shall be repaired a left in us good comition nater the cofuicizon of the improveinent ap , the %rovefinent is started. ho BACKEILLING. en o tee All trenching under present pavements and in the parkway ° tral Avenue for a distance of thr&.hundud (800) feet east of tbo.“ line of Sheridan Road extended, shall be backfilled with sand. s REPAIRING PAVEMENTS, WALKS AND PARKWAYS. C\ e Two (2) of said bulkheads shall be constructed arpund said tw (20) inch water izpe in the ravine across Central Avenue. Said bulkh shall be twelve,('l’ ) feet high, five (5) feet long, the top shall be one fcot six (6) inches wide, and the bottom shall be threeéS) feet wide, said bottom shall be four (4) feet below the bottom said water where located. The details for construction are shown on‘ said Plate 4 SAND FILLING. i + 1 ~Two (2) of said bulkheads shall be constructed at the foot of bluff atâ€"said Water Works Plant. Said bulkheads shall be 4 right angles to and integral with each other, shall be twelve (12) feet five (5) féet long; the top shall be one (1) foot six (6) inches wide, j the bottom shall be three (8) feet six 28') inches and said shall be four (4) feet below the bottom said water where . ;Ier details for the construction of said bulkheads are s on said 10. There shall be constructed four (4) bulkheads of concrete at the 1p tions a:hovn cn said Plate 10, to prevent said water from down side of the bluff or ravine where located. s-.ls ;flklu“. be constructed of concrete composed by volume of one (1) part Por cement, two (2) parts sand, and four (4) parts gravel, mixed with & citnt water to make a quaking mass. . . o o ies t PIERS, ;) : > 4.Â¥ ae". ~ f shall be constructed at the as shown oh said Plate. fifteen 215) piers to support the ug proposed w (20) inch wa pipe on the slope of the bluff near the said g.ur orks Plant. & iers shall be constructed of concrete eomrud ‘volume of one (1) j F’ortlmd cement, two (2) parts sand, and four (4) Em gravel, nhfl\ suffcient water to make a %.ldng mass. The bottom of said conem rier shall be three (3) feet below the bottom of said water ‘ * ocated. Said piers shall be three (8) feet, eleven {11) inches . thr {(8) feet three (3) invhes lam six (6) lfiu wide at t:d:;p, and ‘one {1 foct six (6) inches wide at botto.:},d shall be ¢o out on top conform to the outside radius of m#mmu construction of said piers are shown on said te 10. + i BULKHEADS. 4 w P‘PC, vaives and hydrants shall comply with the folâ€" being aceepted. Said feet to bo made belme mi ;dgte:'g ngfi the( r’{g)e with water, the preum" p< ntyâ€"five pounds square inch, " _sflq water gpg by the use of a !f,::ee pump. and mainâ€" f vi0ed to be used shalil be Portland â€"twolper cent (92%) to pass through ‘a sieve o the iincal inch, and test pieces m&i cement and three (8) parts by volume of sa ESTIM ATE of two hundred mncmo;mqmrshuboq hali be Portland cement of a in force from and after its of a force pump, and mainâ€" THURSDAY, AUGUST (1) day _and all am Thrgs Homireo Pigg . y oi w suitable for the purâ€" WATER per lineal foot, six (6) inches, 8,750 lineal feet of seventyâ€"five (:‘ Hmoot + z,on:u feet of gred and fifty ( etrage depth of at $8.00 per l 1,000 lineal {u{nof‘f : ?e D;tdi). ofl,o:v‘e m lineal fost ... 9,850 lineal feet of : | two and five . . average depth of f at $6.00 per 1i 9075 liheal feet of and one-temtl‘x‘ € â€". _ nverage ./‘ : plete at ?.00 1,310 feet of x olghtde-t;&t@ f ete at $8.75 2000 ldineal feet of. 4+ .2.:..: ?m.' &. 1{6) inches, 117475 feet of . f fiveâ€"tenths ( + depth â€"of $3.00 per TBO foetp‘of six P haret faid 110,000 ;po of cast of the above â€" tle ‘coated,. laid M721; file and atta hests n | f m hundred ninetyâ€"five th Including the layit rectiong anod fittings, gate ves, valve va ing. f .. grubbi Ap restoration ; made, the removal 0 neering sgervices, and h-.'fil :!wpond improve said proposed or dra designate ® 1,. File No.: File Nb. H. P. 8716: _ 8 1,. F m.mn'. P 8709; te 6, File No. H. P * Also from Mltnid( n t of ; ufleffl% se n i nes mx nue to its int Road to a lir line extended mv' ther ofâ€" and parall Aveniie to the foot ¢ west quarter ¢ef the Third feet east ¢f hload 61 “"nhvdv: 4 “t:"d?:w:.d:u Emleoneuua A cement, tw Eravel, mixed wit Mn}vfluu ; Of a frame weigl \ ud o ipcighing water main valve vay ete compogsed % 500 lineal feet @ eight § 000 l-f::: ; ) e raVURSDAY 11 11 9 Alsc e myihe l meid ts brm.n sarehevk m fomured Tiroo) $270.00 ‘each ... toen Tumared 1 indred : ninety at $245.00 %fl (900) fegan To at ©$140.00 each wnd twelve ared (500) trepching, grubb} restoration of ; and flushing. Th All surplus exca fittings shal}l be tandard ten (10 red (400) pound AY rk® AUG irhin and l¢ lineal W hthe undr I 19 S0 and nt « U lin A w No ec of & N9