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4 he diameter of the (lie in all .1. ched “ork shall be not man than -sixzeenth (1/16) inch grmter than .‘ diameter of the p.unch , nder rivet. heads the holes shall 4 countersunk sufficiently to re- ‘ve burrs. ' 1 hemispherical shape, and of a uni- f km size for the same size riwt f ughout the work. They shall he .. o (2) bronze name plates ap- limately sixteen (1(3) inches by ntyâ€"four (24) inches in size. of apâ€" g ved design and appmximatoly one 5 dred twenty-five (125) raised let- ? ll structural steel and rivets shall made by theJOpen hearth process shall confiorm to the standard 5 ifications of the American Society 1’ Testing Maflerials for Structural ‘el for Bridgesâ€"Serial designation , 7-16. ' flCast shoes and other castings shall ,made of tough gray iron with sul- r not over 0.10 per cent. ‘ll field connections to he riveted ess otherwise noted. Riveted memâ€" s to have allparts thoroughly and ly drawn together with bolts be- ) any rivetin is done. so that when 'shed they w ll be free from open ts and the component parts will in contact throughout. All sur- es in contact to be painted. he diameter-of all finished riVet "es shall lie not more than “noâ€" stone and hiirk m ik‘ mull ln‘ i-lmnml (Elel and nuintud where .A Bel? n- the nu“. ‘lHl‘u' 1‘ w , surface {hr x'iv'l‘JE-c'.‘ ‘.:4* :mi Sllrf'u'm ll" 'm (1.: ilhllt' >\‘.t‘f'i expowd .~ui";i l- iw ‘11 Ill ‘k' «s m rm: x\ i!.: damp i‘:v.~i.~‘t in: paint. There <hall lie furni>hwl and in~ stalled an zippruvvd two inch 112'! ii- ht'e yunduit in the ('Ulh‘l't‘lfl‘ rub a: West Sllll‘ of the "new bridge" and which conduit shall extend tn all fuur (4) brick lamp pedestals as ~~‘hm\n the drawings. Conduits shall have affington joints. or its equal. and all bond: shall be of large radii. (‘un- dnit shall be imbedded in the concrete 8": shown and must be laid true to ling and left free from any obstruc- tmn than would interfere with draw- igg the lighting cables. Conduit shall filled to junctibn boxes at base of piel‘l and extend to base of cast iron lugp standards. iFrom the connecting point at has:- of_brick pier at NorthWest rumor of tho “new bridge" there shall be run a four (4) inch vitrified 'tile duct under ground a distanee of approximately twenty-two (2‘2) ‘feet North. Tiles 5 be laid in close contact and joints covéred with strips of cheese cloth 1m! plastered _with cement mortar; fix} arm shall be 1m with capped ebd for connection by the lighting cngpany'. _ {The lighting system shall be the st 9 as is now in use on the road- ' in the City of Highland Park. ely Series 5.5 ampere and hed on and of? at the power plant. {the cables shall be installed in the co uit herein specified and shall he tw (2) number 6 lead and rubber cofired cables. e sockets in the Standards shall be iuipped with approved Benjamin, or its equal. shock absorbers. Sock- ets hall be of the porcelain weather- f type. All wire joints in Standards shall hewell made and compounded. There shall be furnished and set th ,iron railing (approximately three h red fifty~tive (355) lineal feet) as s n in the drawings and as per de- ta Inserts, thimbles and anchor bo’ shall be fumished and accurate- ly. et and maintained in place until th concrete has set. Railing shall bE-gsubstantially constructed and the In nfiace. ere shall be provided mpansion jo ts as shown for said railing. e finished railing shall he st 13' ht. true and plumb and in p91- {Jig alignment . ... v .i. figmcshallbe furnished and set the f0"? (4) cast iron lamp standards with gigs globes_ cpmgletg. _ a \--V here shall be fumished and set all a or bolts and fasteninzs and the b; of the standards tn set an sheet 1e flashing and' made perfectly wa- te ight. .; here shall be furnished and set the iron frames and doors with lock "nase of bricki pedestals. ll ornamema cast iron for the ‘v bridge" shall be made from the , grade of iron for the use and 'll have mouldings sharp and clean. jings to be free from sand ni‘ blow s. or other defec‘s. leg flashing ahd'made perfectly wa- irfg“ shall be 21 en one 11) coat of roxed red leax and oil paint in the ,p and two (2) coats of lead and oil 1' emction. aim shall be National Lead (‘0. (or aequ‘al) lead and pure linseed oil in roportion of twenty fiw (25p nds of lead t‘o one (1! Rallon of yum .4. y: Y W 0RDlNANCE hi (Continued from Page 11) ( part Portland cement to three ( ‘parts clean. ,sharp sand. ' ‘ck walls shall be laid with one (L inch air space as shown, and ed together with galvanized met- ll rips every second course in height I every two (2) feet. in length. Face b k shall be laid with joints horiA to al and plumb 0m- uvex‘ the other “"51 full headt-r course every alternate u The}: shall be set an iron frame and «imr at base of pmlestals and open- ina left for passaggof‘ conduits. ll" They:- shuH the (11:41 cunn‘le A'. ‘tl'n- \‘vxrtph All cut stone 't'rim shall be of hood (minty Bedford Lime Stune, quarry mp, with cxporwd surfaces rubbed smooth. All yur stom- 4m“ l‘t' >1 bui, wuh bedfi and Joints from I‘au- r” buck. Juints disarm. H}: U) I fies TWELVE: Copinus mall 11» wnurnl m plat-‘- 'd Ingcthvr “ith homily galvanim-‘J m' “nunh‘l'x‘unk damn» and dmxvls Ne w m‘! «-"‘}')r2' fim h 1 li'»' UZ"* v {éenthfitl 16) inch greater than xhv meter nf the cold rivet. end of the “new bridge." here shall be provided and set met- kxpansion joints. fiashings, inserts sheet lead. all as shown on the wings or to detail. MI ornamental 0r ‘miscellaneom 3th0roughly and neatly (grounded “3'an datefishal] be furnished and rely attached to the masonry at va-h- 13mm 1‘ L11' pk {inn :L ' lurk 'M IR‘ mun painted whvz'v w nu“. <KHI‘u' 1‘ {hr x'h'i‘stc'.‘ er {1.1 <9Ul‘n 'f;L-;v< rhui} ‘v « irr s-lh‘ (12> H‘n‘Ilt'.‘ uh «\yuswl jun H 1mm “‘11 um 1“ be svt (m quun'y l Joints vut square Juints to iw as mâ€" '11 shall be the se on the road- Highland Park. am perv ‘ and l5 ShUW frun and neatly finished throughout ‘thehwlork and concentric with the rivâ€" Let oe. SECTION VI. That the (‘urpnra- tion ('nunscl of said City be. and he is he‘reby directed to file a petitinn in the County (‘uurt of Lake County. Illinois. in the name of the City of Highland Park, praying that steps may he takcn tn ascertain the ju.~t SECTION V. That for the pur- pose: of anticipating tho mum-lion of the second and sum-ending install- ments of said awessnwnt for said im- provement. bonds shall he issued. pay- able out of said instnlhm-nts. hearing interest at the rate of six (6H) )er centum per annum, payahlc annuu ly. and signed by the Mayur. cnumcr- signed by ‘ho (‘ity Tre-asurvr.‘ and at- tested by ‘the (‘ity Clerk under thl‘ corporate son] of the City. The said bonds shall be ix's‘ued in flt'l‘ul'tiillii‘“ with and shall in all rt“‘[lt‘(‘[> (on? {mm {u the prnvisions of the Av! of thv General Auembly of the Stutu of Hiinuis cntilh-d "An Act (‘onn-rn» imz Lm-ul lmpmvements." 3])pTHVui June :24. A. D. 1‘97. and (he amvnd- mmts thereof. SFA'TION 1V. That éo much of the aggregate amount herein ordered to he asst-wed against the propeny benefited by the said improvement. and also the ussessment of each lot and pareel of land herein assessed. as represents the costs of the construc- tion of the said improvement. shall be divided intu'ten (10) installments and that so much of the aggregate amount herein ordered to be assessml against the property benefited by the said improvement tind al5o the asses» ments on each lot and parcel of land therein assessed as represents the compensation for property to be taken or damaged therefor, together with all lawful expenses attending the pro~ ceedings for makingr said proposed improvement. including court costs and cost of making. levying, and col- lecting the assessment for said int; provement. shall be up )ortioned to the first installment of t e said special assessment. all in the manner previ- ded in the Act of the Genenzl Ash-em- bly of the State of Illinois entitled. "An Act Concerning Local lmprow- ments." approved June H. A. 1.). 1897. and the amendments thereof. and each of said installments shall bear inter est at the rate of six 16’ . ) per centun: per annum, aCt-ording to‘law. until paid. SECTION V. That for the pur- ing the Assessment for said proposed Improvement 111 accurdancv with the provisions of said Art and the Ann-mL moms then-0f" SECTION Ill. That the said im- proveim-nt shall lK' made and the jmt t'un‘lpt-nslltlun for private prurivrty to he taken nr (lunmxul thcrrfur he in- vertuinetl and the whole (-ust'thermuf he paid by speviul assessment in ar- cordanco with an Act of the General Assembly of the State of Illinois enâ€" titled “An Art Concerning Local lm- provements". approved June 14. A. I). 1897, and the amendments thereof. and that of said special assvssment the sum of Ten Thousand Thrm- Hun- dred Thirty-nine ($10,339.00) Dollars. -....., ______ , which said sum does not exceed six (6’?) per centum of the amount of said assessnwut, as finally dotornr inc-(l, shall be applied toward the pay- ment of all lawful expenses attend- ing the proceedings for making the said impruvemvm. including court costs of making. levying. and collect anme In the .\\V a, an u, Dec. cl, T. 43 .\'.. R. 13 E. of 3rd 1’. M. All uld piers and footings shall be rvmmu ed to at least one (1) foo: below the surface of the ground and the holes backfillod with earth. All of the improvement herein pro- vided to he made shall be made in the best and most substantial and work- manliko manner. No im roper ma- terial shall be used. but al materials of every kind shall fully conform to the foregoing provisions and if not hereinhi-forc particularly provided for shall be suitable for the place where. and for the purpose for which used. and said improvement shall he made under the direction and m the satis- faction of the Commissioners of the (‘ity of Highland Park. ' SECTION ll. That the recom- mendation of thi» ('ity ('ouncil of th- (‘ity of Highland Park ruviding fur said improvement. toget or with the estimate of the cost thereof (exclu- ~~‘ive of the cost nf the land and buildings to be taken or damaged therefnrl. made and submitted by the President of sun! (‘uunciL both here. to attachvd, he and the same are ht‘l't“ by approved. .. m. . i. z. :>__ For lm-ation see ”Mo 1 c'lmutmm. dimensions and :htots 1..., -. 4. 5. 6. 7. 1‘. snows l. .2, n. 1. .v. u. I. n. a. uv. .. v Bridge l‘luns. hon-With attuchw! a: made a part of thxs ordinance. Then- shull be removed one 11) present bridge twvntylour (24> fu-t' wide by one hundred fifty (150» feet 10m: from the present site over the, Ravine in the NW u, SW H, Sec. 31,‘ stct'l R E M 0V Shop rivets, wherever possible shall be driven by direct acting machine capable of retaining the applied prea- sulfe after upsetting is completejlu .>\H niiwr' HHI'm 1w >hup Hunt of rm] hm! L-x'm'tinu. 21H «'xpuiml X'Q‘kW‘iVK‘ [Wu LU cunts («MW (1" Ilix'wlcd. .\’u pamtim: shall I In tension members and top flan»:- es of girders the joints! shallp be (u! or dressed true and straight and fit- ted close tugether All still’t-ners shall fit closely he- twvon upper and lower finances of girl crs. Special ('an- must be lulu-n m fitting the lower ends of still‘m‘ners over ('hll hearings in lel gratings. All steel which has bvrn partially All steel which has bvrn partially lu-alul or Lem cold shall be thorough- ly annealed. cxu-pting in vusu ul' 021'» set. still't'm-rx‘ or fillers Ul‘ :znlvss markul on thc plans. .\'n stn-l slmll l‘l‘ wurkml .ll :1 black lh-ut ux‘ lmmr mvrmi (’uld. Nu \Vk'lll‘ mull la- All lmuul 1n sluvl. .»\ll CHSIIHLN Sllull lu- [1‘va In 1-:21 :t-rn, nu! of wiml uml fnw {rum tluxv mu: (-VuuwIw >l‘.rml\;nuv. Tm) (--" E-lhmw ~lmll lv pluml. .llll phltmiwi and tullmx .\H nmtx \h.‘ 3E0! 01.1) BRIDGE vh “1U ,tl in H‘J dull rnmvr n uni ml‘ .M'u-r >lll'ffll'tN‘ shall '1‘ load and mi. \) AH dctulis sm- ). 10. ll of 1w vn Wot fur plans east 12:! feet ulh uf {he said North line of the- Sou hwvst k. u! said Section 31. 142.1 (o: I: thn-ncc Suuths-ntterly dong :1 wirvv lmc- having a rndiu: of 167 ft v1. u \'~~\' Nunhtnstm‘i)’. u di~unce (:1. ”I. L“.- ’.'C 73'1"; them-v South 0 v-Iob' ‘Vl‘<L 2 1.3 fu-t, Lhu your!» being the West 1i »- rf Sheridxm Road as loca- n-d in h:- Suuth ‘-.-. Northwest M. Southw‘ ,: N. (II said Section 31 ex- tended . nrthvrly; them-c South 48’â€" 02' Bus 43.? vet to the point of be- (Inning. TRAFT 6. Alw, that part of Lo! 4, of Birch and “'il isms I’nrfition of the North- uf ‘he 3 I)! Sei'Ul I "\ls‘or thht part of the North half of tlw N, V. ‘4 of the S. W. ‘6 of Secâ€" tion 31, hm tionnl Township 43 North, Rnnm- Ii. East of the 3rd P. M.. deâ€" \‘t'rlbi‘d 5 follows: Beginning at the llltt’l’b‘t't Inn of the West line of Shyrida Road with the South line of North . N. \V. ‘5‘. S. “'. h. Section Li]. Fm tional T. 43 North, Rangv 13. East of he Jul 1’. M.. thence North 8‘ -â€"45‘ l- at on the Westerly line of Sheridn Road as now laid out 216.5 feet; th nve North 48'~02' Wont 43.7 feet' th m‘v South 0“â€"â€"05' West 243.2 feet‘to he point of beginning. the lust course fin: the West line of Sheridan Road 8 uth of the point of beginning extent Northurly. TRAF'I’ 5. AISu. that part of tho North 51 of 9.; 2-1. ; of the S. W. “. of Sev- tinn .‘l . Fractional Townlhip 43 Nurth. mine 13. But of the 3rd P. )L. do-s ribcd as follows: Beginning at a mint on thy Westerly line of Sin-rill:- Hond as now laid out 216,5 fret Nu (h of the intvrmliml of said lirw “it the South lim- of North ‘1. North“ 5'. ‘-.. Southwvat k, Section 2:1, PM tiunnl T. 41; North. R‘ngv 13 mm of the :ml P. M., thence North H 47" but along said Westerly line of Sher Ian Road 45.4 feet to where said lin turns Northweutorly; thence North I 9 40' West along the Welt- erlv ha of Sheridln Road as now laid hf Sht‘? said “Ir Nul‘th 1 erly hm nut 37.“. uf 167 TR.\(‘ Also. that part of Lot 4 of Carolyn. n subd lsiun of part of the S. W. h of the , W. N, of Svction 31. Town- ship 43‘ North. Rnngv 13 East of the 3rd P. L. as recorded in Book "H" 0! Hats. mm- 57. described as follows: Begin!) 1;: n! a point on the North line of She dun Road 33 feet North of the South- im- of Section 31. Fractionnl Towns p 43 North. Range 13, East of the rd 1’. M.. and 109.33 feet But of the outhwwt corner of said Lot 4; thence 'est alon the North line of Sherid Road 9} foot to when- slid lino t rns Northwesterly; thence North 2 ---H‘~,’ West - long the Northo stvrly line of She dun Road 31.13 fr t; thence Southeastérly Alon): u «urn l llnv having a radius of 1‘37 fret, co n'ox Suuthwestvrly A dinunce of 167 wt to tlh‘ pomt offlwzinning. Alan. that part of Lot 4 u! (‘arnlym n subdu man u! part nf the Southwest u uf t e S. W. l; of Section 711. Tovtns p 42% Nurth. Range 13, East of the rd 1’. Me. as recorded in Book "HA" ( ' l'lats. page 57, described as follows Beginning at the intersection of the 'ortheasterly line 0! Sheridan Rum] V\ th the North l'me of said Lot 4: the 1- South 3'2 â€"â€"44‘.2' East on the No theasterly line of Sheridan Rand -' )3 feet; thence Northerly along a curved line having a radius of 217 fee l'Uth'X Northwesterly. :- dis- tunre 1 Jim‘- t'evt to the aid North line of HM Lot .1: thence S. 48' >3]- 1.’ “et un the ~\md North line of said Lu 4. 3.7 feet to the point of be- ginnin ‘ v 3.7 fee TR.-\("] "HA” (1 follows of the ‘ Rum] w 4: then the N01 Rand 3! along a (‘orpurl rnmiwu don-nu compen tion to be nude for win“ prppelft to be taken o_r (At-Mfg pron-men! and 3; need-in perty will be hen-Mod by {aid im rovement and thd "noun! of such k nefit. and to levy n Ipecial nt for aid improvemem in :e with the proviliona of [hit 9 and in the manner pruvidcd urdina by law \ltlui ' ‘.v.\"", 1“ Hm lit, hf iLg); 1.1m! 1‘1“. lnlznuu. be nnpxmmi. {mm m'dmu \rllh Un- pn-srnt run- n-mrm nL-u' th Lulu-Hy lun- ..u <! \H - “1" 1| ur‘ 5hr: «hm R an! as rUrndmi {mm the Nurth ( 1hr xmvlsu'lwn wuh ("c-Liar Awnm In 1hr South (’orpornto- Litmu- uf rum 'm- n! Hmhlnnd Park. im-luxiv mu lh¢ \‘ll‘m‘l rrturn~ at ('anr An- nu‘u ( u‘y Avcnuv. Roger Williumx .-\wnu and Lumber! Tn-u Avvnuo, in fur bu k as 1hr sin-c! “hrs of .‘IHd Shrrid‘ 1 Road vxtcndod. and tin- stn-ul unnm‘tmns n! the send South (‘orpur to 1.1mm: with the n-u-m rumiwu '. by cundemnmg 1hr fork-wing SE] "1 or part: this ur: hvrtflry nunce s all be in force and cflt-c! {mm -r it~ passage. "'fs’éiyfix \‘In. That an. (mu. und uf 'l'RAf l" IIQ'II‘ l’uxu ’X'H TH l‘l'li \ TT l-lr \5 pr ml ,', by cundemnmg *d lflndhi i (w! to u point 33 {Pet South orth line of the Southwest ‘4 .n 3!; [hence West along 1 line 105 \‘ll. That I" ordinance: of urdina‘ncea (‘unfliclinl With ‘inanu- he and (h!- sumr un- ‘epcalvd. ' .... . J - .- of m swam pm nus, manual» nu. I‘fi'l‘IM .\'I F. H,\|\IIS.\'I()NI~ZR.\‘ 0F II” “I HIGHLAND I’Ali’n HI _\I‘\. ILLINOIS. : rm to m.- pomt of be- All thu part a! La 70. South High. land Addiuon to Highland Park. Illi- Inoin. u "corded in Book “A” of Plan, par! of Lo! 4. o! Birchgpage IO]. dcu‘ribcd u {ollo'n 8.. s Partition of the North-.tinninx It a point 95 (oat Nomi of Se.~tion :m, Thin-hip ‘3 l the North line of Cary "um. Knud- “I (My 1 II-Ik :(H ill mew u? FHERH' Maynr l 1"}: lt‘L’L’ TRACT H. All um an of Lot 69. South High. land Additon to Highland Park. Illi- noia. a: molded in Book “A” of Piata. page 10!. described an followu: Be ginning at a point 25‘ feet North of the North line of Cary avenue ex- tended. measured along the East line of Sheridan Road. thinn- Southeaster- iy R5 feet to a point on the Smith line of Lot 69: unna- Westerly w he! along said Suuth lim- uf Lot 69 In a int on the Eaa! lim- o! Sheridan mm, theme Northcrl' along laid Eaat line «if Shfl‘idln d NO foe! to in! of Winning. All in Southeast ‘20. of Section 36. Township ‘3 North. Range 12. Ball of 8rd P All that art of Lot 65. South Hi¢h~ land Addition to Hi bland Park. lili- nois. u recorded in "A” of Plan. page 10]. described In follows: Be- ginning It I point 384 feet North of the North line of (‘ary Avenue. mul- urrd along the West line of Sheridan Road. thence Southerl)‘ don‘t laid Westerly linr of Sheridan Rond, 200 {mm to the South lim- nf Lot 65. thence Northwflt along slid South line of Mid Lot 65, 36 {RL thum- Norlbcrly along I ntrlight line 202 fart. to point of beginning. All In Southeast 1‘. Section 25. Town-hi (3 North. Range 12, lint of 3rd P. . TRACT ll. pain IOI. described Is folluWI. B!“ ’ ginning It a pom! 94 {(91 North of‘ 010 Vorth line of ( Ir) Au-nue. mm- | tired along thv “(st illlt‘ of Shon'dnn Road; thenu Nonherl) along West; line of Sheridan Rund H0 feet to the; North line of Lot 67. thence North-I water!) along uid North line of Lot 67, 36 feet. thence Southeuu-fly don; a straight line 90 feet to point of be- , ginning; all in Soulhuat M. Section 25 Township 43 North. Range 12, East of the 3rd P. M. i TRACT 12. l Beginning It a point on the South- west line of Sheridnn Rand 40 feet Northwest 0! the intersection of aid line with the Nurth line a! Lot 4. (‘nmlyn Subdivision of P‘rt of South- west ‘1, Southwest la. Sedion 3|. Fraction-l Townahi 43 North. Ru!“ )3. East of the 3 P. 11.. exuded; thence South “Fulfil.” Welt. 45 feet thence- South {RTâ€"“‘1' East, 20 M. thence North 87‘»155' But. 36.8 feet-morn or less to the Southwmt line of Sheridan Road. thgnce North 32'-â€" “‘1' West ulung nid lim- ot Sheridan Road 70.12 feet man- or loss to the point of beginning mm! of be KACT ll All thu part of Lot 67. South High‘ lund Addihon to Highland Park. Ilh- nois. as recorded in Book "A" of Plats. Sheridan Road I (finance 0! 210 feet to the point of beginning. being that. pm of Lot 1 of Luther's lie-subdivi- skin of Put of‘Secu’on 36, Township 43 North. Range 12 But of the 3rd P. M., and part a! Section 3], fraction- nl Townshi 43 North, Range 13 East of the 3rd . M. TRACT 9. 30 feet. thence North 2"»31'1' But 20 feet. thence North 59‘ Welt 15 feet more or less to said North line of but 4. ('arulyn Subdivision, thence South 48i-31‘.’ Went on said North lim- of Mid Lot 4. 29 feel more or Inc to the point 0! beginning. Also: Beginning at uid point of intersection of the Nurth “no (if Mid but J Ind the Northeast lim- of Sheridan Road u re- located. thence Northerly un slid line of Sheridan Road 40 feet. thence South Klan Illi \nr Izflfll alnx v .. .. ..‘_.v... and 340 {wt South of thc North'movihg and resetting pmcnt fire hy~ line South ‘1. Northeast M, Section ‘dranu; extending present culverts and 36. Towmhip 43 North. Range liming-walla; constructing reinforced East of the 3rd l'. M.. thence North» "‘canttlcvered walk" on hot): side: of easterly along a curved line having‘ n-N-nt concrete arch bridge. includ- a radius of 624 feet. convex North- ng ornamental wrought iron, painted Westerly a distance of 132 feet; thence 3 hand raiii ; ronatructing combined North 12‘â€" 10’ East 75 feet to a point jcurb and latter; conatnscting head on the existing East line a! Sheridan'and wing-“Ila. except for new Road; thence southwesu-ri ' and aouth- ‘ bridge herein provided for; .re- crly along the present an line oftcapping Vinx-I'tlll: ldJuIU Sheridan Road a distance of 2l0 feet j present manhole covers a to the point of beginning. being thatépment concrete walk approaches; pan of Lot 1 of Laaker's Re-aubdivi- ieonatructing outlet drains; construc- .-iun of Part of‘Section 36, Township ting concrete combined walk and proâ€" 43 North. Range 12 East at the an! tecu‘un curbing at approaches to and P. M., and part a! Section 3], fraction- over culverts and concrete archbrldge; al Townshi 43 North. Range 13 Balticunatructing concrete guard ‘poau; of the 3rd . M. {furnishing and aetti new cast iron TRACT 9. imanhole covera; fil ing abandoned Beginning at thc intensection of the 3 eqtch basins and cloning outleta there- North line of Lot 4 L‘Amlyn Subdivi‘ for; adjuting preaent pavement con- nion of van of Southwest 5‘. South- nectiona; adjusting the {peter vault Beginning ll thr Ina-median of the North line of Lot 4 L‘Amlyn Subdivi‘ nion of part of Southwut 5‘. South- west ’a. Section 3]. Fractional Town- ship 4:! North, Range 13, But 8rd P. M., with the Northeuterly line 0! Sheridan Road at relocntad thence Southeast nlonz uid line a! Shefldnn Rond 60 feet, thence North 82’ East Township 63 North. 12. Eat oftheSMP.l..nnd MW.“ at the-Eu: line of aid Suction 86 bein: the point when the North on! But lilies of Sheridan Rood taunt“; thence North ulo the Eat lino o! Sheridan Rood Kl ed; them south- eutedy along u curved lino having a rudiuu of 81.0 feet. convex 80:)!th «fly. A distance of 127.8 feet to I gun: on the North line of Shefidln and; thence West nlong the Ndflh lim- o! Sheridhn Road; 81 feet to the pain! 9! beginning. (If the 3rd P. M.. and pan nf 30(1)“?! 15!, Fructmnnl Tuwmhlp (3 North. Range 11! Run! M the 3rd l’. M., dr~ ”Him! as follows: Beginning at I gun! un lhr Ban! hno of Sheridan and 340 {wt South n! the Nonh line South ‘1. Nunhrast ‘6, Section 36. Tuwmhip 43 Nuflh. Range 12, East of the 3rd 1'. M.. thence Nonhv eanerly along a rurvod line huving Inu- Hf RM‘T n Also, that pan of but I, of banker's Rwubdivumn of part 0! Srrtum 36. Township 4.". Nunh. Rama- 12 Hunt (If the 3rd P. M.. and pan nf 30(1)“?! 15!, Fructmnnl Tuwmhlp (3 North. Rance 11! Run! nf the 3rd I’. M., dl~~ Also. that pan of Lot 4. u! Birth Ind William‘s l'armiun n! the North cast a. of Sw'hun :m. Tu‘wnshlp 43 Norm. Rmmr 1‘1. Eu! of the (in! P. M..-drscnlm1 us fullmn: Bruinmnu at a paint on 1hr Hut hm- uf Sheri» dun Ruad 727 {0‘4 Wrs! n! "H- Kay-1 llm‘ of Swlmn 1:6, annship 43 North. {unm- 12. Pint n! (M Lin] l'. 31.. and 23 {\‘rt; Nunh Hf (ht Suuth ‘HM (If the Nurthu-mt 1. n! Mud SH'Uun 1H5, 1mm: 1hr purl \Lmlr (hr I'KL‘WVJ I‘Iml hm- uf Shvndun Rum! tu-wm- tn (-uno \‘(‘hl¢‘ll); HH'II.(' Nurih 'II‘ a lmv purnHrl In L'w Eur! I'ne nf ram Sm (Inn :50}, 451, {wt in Hn- pnlr! urn-u {Mr (“Hill"): Km! hnr «It Shrrldnh Rum! mum: 5mm Hm qu- parallvl In 1.!)11 727 “1'! “’0‘! (If [hr Elk! “he of HIM Swim" 'Hi: thrme cwuthvrly. (urunu Suuthucah-rl' and [henn- Stvutheusu-rly along 1 r exuding Ell! lane of Shvridun Road 460 {m-l In 1hr plnu- a! beginning, 80"“!- M ii. F4! °' 9‘ 139.?" “(MT 7 381‘"! ATE 0F (‘OST 18500 cubic yards of excavation for promised paving. parkways. walks and combined curb and gutter. in- cluding tha- preparation of the sub- grntle. and removal of the surplus excavated material. the grading and amoothinu of the parkwaya. meas- ured In the cut. at 70 an; r cu- bic yard .1 .00 6200 cubic yards of‘e'arth ing. in are at culverts and bridges, at cent. per cubic fyard $4,180.00 25200 aqua" yards 0 paving conaiat- in: of a reinforced Puflland Cement concrete pavement, twenty-four (24) feet in width, except at nlreet returns and connectiom composed by volume of one part Portland Ce» ment. two (2) parta and and three (3i parta gravel or cruahed atone. mixed with auflident water, with aaphnltie felt expanaion joint: three- eizhta (95) inch thick. apaced thirty (30) feet apart and extending [rpm top to bottom of pavement, rein- furrmi with “mi; (‘0) pound: of eflective‘stael {a ric per one hun- dred (100i aquare feet of pavement. with corrugated eighteen (18) gauge amu-d metal atrip seven and onwha! (71w inohea wide extend- in: along the ”mm line of [he prupobed avemenL 1 end to end. with ve-eixhthatnfiinchmund ateel ban. apaced ten (10) feet. cen- ter to center. from end to end of aid meoaed pavement. each bar ahall five (6) feet in lenrth; the thickneaa o! the pmpoaed pavement shall be guilt (8) incbea. including protection from weather. curing with water. and cieani surface of pavement after comp etion, laid com lete at $2.50 per aquare ya . ...$63.000.00 17:00 lineal feet of Portland Cement concrete combined curb and gutter. the hoHy wncrete composed by vol- ume of one Ili part Portland ('e- ment, two (2| am and and three (3) part: crua rtone or travel. the expound xurtace pluu‘red with a one (H inch layer of morter tompuaod by Volume of one tl) part Portland ("emcnt and two (2) pam sand; all mortar and con- crete ahall be mixed with auflcient water; height 0! curb and (utter over all ahall be thirteen (13) inchy ea, width of curb. arm (7) inc-hen; width of gum:- when ()7) inch-l The locuion and extent of and ro- poud improvement. being more ully shown by the amched plat. marked ”Exhibit I". which plan is made a part of thin «tin-(c. llnm' {mam of um mu. (7) Inch“. laid on a‘ a: (0) inch layer ‘3'.“ ,I‘ ‘20 manhnlr covers in be finished line And [trader ,‘ I etch , 4,; . i210 concrete run-d posts. ‘ containink six and five-L euhir feet of concrete. (‘0 ‘ volume of one (1) par! P I ment, five 12) mm nnd‘lnd 3 13) part.- mvel or crushed 3 mixed with sufficient wnur. four (4) three-eight: (Ml ‘ round nee] bars six (6): f1 length. to! complete in fin ‘ 86.00 mh v31 ‘2 Woman!” inlets. ammo: ‘ with a four hundred (400) “pinkie ranted out! irnnfill er, net on I concrete bane :1 inch" «June and tm-Ivc- ‘ 2 es thick. mm by iolu one (I) par-i rtlond Panel (2) parts and and three; 3] grave] or crushed stone. 1 nutrition! wutcr. with t in (32) {M of eixht i3) ' dimettr. vitrified tile netting the inlets with vert About {our hundnd ‘ J feet north of Lambert Trq A set complete. .1 880.00 M 600 cubic yards excavation far i oxlenlmnx. head and “in: piers. abutmenu. surpl” spread. measured m Iiw m 81.00 per cubic yard ;, 1 300 square feet 02' nidewuik u); a wanted at {arty um my «are {not 1 Y... “00 lineal few! of combined.“ "unkind pmtet‘tlon cu it Ii! (6 inrh layer of true taken from old pavement, er I“. the (5) feet nix ( total (Man-u of vulk (Continued on Pm 34 “manhole much businsfl. attuned of brick man mortar. composed by vol (1) part Portland Cement! (3) part- and. mixed pi I cient water; inside di t] and one-half (3%“ feet. 9 one depth seven (7) bl the established grade who It bed. side \ulls eight 1” lht thick. bottom six (6) inchel k tile pipe connections with} outlet drains. oath fur-nix ’ four hundred (‘00) pan mound out iron inlet «war no ins the remnvnl of all surpl voted mntonnl. complete I $7 80 ubuidnned uwh basin en removed. outlet plu catch huins hackfilled I" stone from old roadway, each . 4000 lineal feet of cast Ito w pipe. to be lowered to an depth when located. of five including all trenching, cdk‘ g. backfillinx. It 30 cents pr li foo! . 4.“ l wntrr meier vault, locatqi 9nd of the imgmvemvnty In adjusted in finished line and furnished with u {0 I eighty (IN) pound up that imn manhole cover, it lg 555 lineal 14-91 of twelve (l I Internal mamI-u-r. vnrifl l glued. huh and spIIan tilo‘ ' er. luld al an awraxr dvpt (U fm-L. Including all treat the rommal uf the nu van-«l mnlvrial, harkfil . crushed Mum» taken from o wa). laid (ompleu- at 90 c lineal foot . ‘ 60 lineal fed of fifteen (Ml . ternal diameu'r. vitrified. II -. ed. hub anda apIgot tIle .. - .' _ laid at an awrure dep GI ‘- (4D {(-91 including all trench . the removal of the surplus ed none taken from old laid complete a! $1.25 pe foot 32 catch balm. each con‘r .~ brick mason brick laid in . r-V tar compo by volume fl part Portland (em! and part; and, mixed with a . ., water; Inaidc diametrr V one-half (3%) feet. inside seven (7) feet below the Q [trade where located, aide v (8) inrhn thick. bottom inches thick, including all (Ion and removal of all _‘ cavated material. each f with an eight (M inch out)! eter. vitrified, tile outlet . . a four hundred (400) u ‘ tn Sc coated can iron in at strut-ted complete. In :70 8060 lined feet of {our (4) a nd diuneter. vitrified, hub and spigot tile 23;» at an avenge dep! 0! fl! feet, including all trenching mo"! at the nurplua ex v: materinl. luckfillinx with nwne taken from old roam complete ll 40 cents per foot w «‘5 Inn-.1 fee! of eight 18) u-mgl. diamewr, vitrified. I‘d, huh and bpigut file a land an an average depth of feet pix m) im-Ium, lrenc filled with (‘I'Uhht‘d alone Mk the old roadway. :m-hflj plup oxrmaH-d mun-rial, In pleu- at 50 (mm pm lineal 3160 lmI-nl furl (f fvn (10) u-rmd «mum-um vitrified; I m1. hub and rpmut nle laid at an gnu-rune: depth 1 (4) {(1-1, mt-ludnu! all trept g the n-mux'ul of (hp surpllfll (~11 mi Inna-ma}. )mrkhllmy with u Mum- lulu-n {rum 0M rum!“ ', mmpleu' a! TM vent: 1)" Ii: {00! s 51 prowl“. hydrants to be ad; usted Lu line and g in: fifty ('30) feet of net 9 inch on iron water pipe pd 1nd oakum joints. incl t trenching. hukfillinx . I of uurplun excavued ml ' complete in pine. at 850 m shall be cut into (0) 10¢"? m V ) W flaw»; from I of aid curb and sync-d «mm (30) feet complete at 81.00 per lin‘ dauhduhgeukgfl an N {id H