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. (96 M 'litlt Si "(an new ' h “it. to Odd N No.1!!! yard of t laid com. 'uxlm (Lend). shamb- than“ mulla- potable , - “I“ ma ha I h a', firitiitil a 5.3:: 'ilitTehiia" , {am i. m. . " ' 'ritti . I: Inid., , (5): . but Iva: and: a l inches; » down. ‘3 and a. 3y- joint ‘ -- In! Ed”. ut.1 i , and; 'ttet..,, (tfl,",',",',,',', BEAM.“ _e?,'ir'i1t't f um; [Mg 'het, 'teat; 13%) PM i',t"iie',"iil . 2ttl1tlt, li 31333 [ $0901 2tttl,t,'d ttt ' t "t 'if __ "tsd, ' ofom r Thad ’ yf up lik' mu; " (3) “-2 8httt Hammin- “than! "!raitglte I to? of an cab of an _ Tlr,'d 3733 i to I lt2%t r“ in Mr redw- H Brandi): HEM“ bl. iiiii"iiiiiiiii" I. FN. ted f «In»: “We 'iiiin. Inns. tttgt Nib-1 5 ask “in" tied-hill which Min! M11: LbIIOub- an“). Dial”:- aur, "In. Mt, ~19“ mun In“ tannin. M Deli frond}: mun. 8;” ll {of 104.000.” 5,437.50 t,tt0tk01t $22,800:» 7.5”.” Om.“ 1.73mi " a i, _ ', ' mo 2gfta of six Q,1,'grgtglr drain. laid at an av- "atrt4epthtrCtltrrr't (8%) tuthlowtho top af the eurbt hid com _ " tme per lineal foot...-..-.. 7m lineal feet at e'ight (8) mph a). pm drain, laid a m u. enge depth of six (6) feet 0' top of the curb, laid complete tfe, per lined {not1......1.............;..............w........ ms um] test, gen (mum 'iir/ Tthrs (any, uit " m .y. once depth af seven (7) feet 10" the top dt the curb; hid couple: at 81.66 fer lineal 001: "i---..--.-- 1659 lineal feet twelve ( 2) inch ti = drain, kid et en ev- 'g,tr,,tfeet1tg',ttA'l2tt2tl topoftheeurtr,iaid complete " 31m per l not! foot .-----r----_-. 960 lined feet at 1kttsin (15) inch pipe their! laid " en nw- "aie_drttthrtaiittLfeatttryt 'iirtriaiiriu'ikTai complete 'tded tg, lined foot o-r----"---.-. 146 lineal feet lift n (18) inch tile pipe drain, Mel et en evmgedeptho eix(6)feetbei tttVtrrpoftbrmtrtOtid complete tded pet lineal foot -----rv-r-ree- 298 lineal feet tnemityiddtrr (24) i h tile pipe drain. laid et en averagedepth of em (7) below the top of the curb, laid complete It 'At?. pg lg?! goat _.---.--. mu faiid'iiiitieTirCiii mat “M by" the also mud in. ', including. all trucking, 'tltThllt', the trench with earth, one removal of all with "yriuted,qqttqrittt.t the depth ofthe l teNrstotti" and!va 84 lined feet tl1Tu1 (8) inch cut Five. on pipe of twelve (12) foot Unttth weighing n hundred tiftdin (515) tggfy laid oomph“ at 88.25 I',', toot .-../...,.....u, 165 "meal feet of ten (10) inch cut tonini nth pipe of twelve (12) foot but): weighing six 1')ll'Altil'4",')% (on) Egfr; laid com let. st “.85 pot-1M foot -.u..s.-... 80 5'iit'kii'h'ii'iit',i'ii (18): inch out iron m ' Ittyittit and: weighing at?” any pounds; laid complete. "a'i'd'ti,"rr .eetot w... The following hadwnlls tor outlet Illa shall be cow-utt- od of t'ttrtliihi,"1mgnent concrete: body portion aid Moll- 'tratUteotn, by My bf one (1) put Pox-thin! omit, two Lyra . tttttl (on; (4). te. mm“. MAY C. we 795 lineal feet of an: (a) tttig' tl min, ma " an TlL'", depth ll, '15..“ ttte, 31% ',r,htt'g ttttt . We]! . com O ..... 407 lineal Jltl of mi (10) 'iiitt9tg, 'lu'b'l'll nun av- ”.53 depth out: Attd one- _. ( IA) feet How the top of a pavement, Ind compute” 82.10 par lineal foot......-.. no lineal feet of twelve (12) in: errant» kid at an no ems depth “Hum! ons- . .L) foetyiettrt th- top of tttf,",',',",',; Hid can late It i210"?! lineal toot.......:. " lineal 'eet of f1ftaren (15) fuel: tile lit, sin. kid It en ev- mu depth of six te) feet helm! top of the pennant. hid complete at $2.40 linen! foot c.......-..-............, titr linen] feet of eighteen {glint}! tile , drain, kid at an "on? depth of " end What: a W.', below the top a thipttvemettt, laid ample“ at " pruned foot " linen] feet‘of ',rrept','", (ft) inch tile give drain, laid " an avenge ',?th 0 six (0) M, below t patent ground in Dell lane, com iete t m, per lineal foot................ The f,o,?g,'t'tLt,t,t prime he tftrttud, alt-clued. hub and epigot- {indium diameter u imitated by the else stated ' inc connection to 1tftttttt cntchbeeini manholes, and inlets; bid with OP Joints; including all trenchi 11in: the beaches with -edrth, and remove] of 'ii?i?i'i? excavated asterisk. 1tt depth of the pipes refers to new line of 'theat A] pipes fifteen (16) inchbe end om, than be able eatehUaht Who! momma: Win: tho tromhu' mmmkbrmfiéumunwm loco of the albumin; lung Portland cement mortar composed lit volume of one t port Portland count and two " ports and mixed. madam - to who oq' mannénuovaotouggflumuudm» undo: o Ire, fifteen (16) hello. our shall be dow tMgr,', Yd. 'rudorthttfttrtrirt_tetttotrw1trie o I . _ , 60 lineal fret”; six (6) inch tile: lpo drain, laid " on over- tr, depth-of four and 'i'l2'ltir (,%,,tt,, below the top --- ..- the out}, lqld MPH? qt £1109)"- “.1 Arot A.,--,-. one 1ryCoaauCt"tiHiiaai iiiiiiiiiiiu"i'trt "Girtdi". ffl7, Inch] around 'tdiiii't"iiiiieii with and. go. man! ot amt... - ' muted-P 'dL'tf,lul1g,t. Nete, and cover. at to grud' " ”6:60 ouch .................. "iieuantrinedeatehtmiin Jllat'.'d,t2,t,te, at Port. 'pgl can“ 1'lft","ttt,T'r,tgd, by dazzle: and? part ortUnd W M I our M tl;",',',').')))),',,')',);) ttee, :1de ,%1%ts','j',tt'gd to, make (1.4'. _ cum 11mm _ The Jamming ontlat drain PM “all be "trttnltk. could bell and spigot cut iron PM In " an “out. depth of flre (lbh_teqt tttlow the we? _ - - 1trith.lud.at.rdAtter i Brow - firuiiiiiii' fir" -iiHkiiTittyii'etGGt Tia GT Ir,', and my“ of " min- excavated mm. and the [decent pipo‘ cut out. Constructed com- plete " $100.00 -"-r"-e----------- _ -__ u -- _Wtag?tPB_DRArNtr. ', . The “PM: dein sgri'iGiiuiftryiiHiiFi,"attrtrtsuttoit' and u t tile i Hahn; timid; dignita- iiifdlcatodw" Ty th? Btl'ddt Alu', spawn; mama! to tatettttetslri, ai. not Ciliiihuririiiiiii -- aiiVa nth: Ti' (iiiii mmmm’mwmmémmg plus mum autumn, constructed eotntNte, and com tStt'er,t,tP,,eflfll ieiiii?," 'iriiiiiririipaziiiriiriaiii man It co our - {our (24) inch out Main. North Win d'i'dlti Pine. Inglide diunotar no $211M “up and bottom ttlg,', f'l inches. Tho concrete o be composed by volume one 1) part Portland cement. m (2) sub iand,_nnd four (t) pom mvel or crushed Item, mix with G%iGi - to unite o “thin: man. The manhole dull be fur.. niuhed with . can: iron manhole Tar',',',,',',,',',', SI fruit: ,mightne tin-co Inland Pta Ilt"tf; ' f tttCT, 1g'gte'fld1t,Lfd ()6 , including mm“ o I! so ettt nc 1at"t, axe:- veunx. ettttintr "G'iiiGiU7G'tii1rlioii1Wir m epust iron am$.ngmwmfimfifimv (9) 3119M, Arr."? MMpf 'tttt cover one 'd'lt in in» one end one-hell (15‘; inches; thew ell ex- cavating, mania; mend an: bum meuhdu th 31:13 and remove! at all surplus muted met-tide. complete. at! cower- eet to nude. It $125.00 each ..............- 'ih2'2"r,tgrtitt.ttaig' tg'Jfte22uggithe n pm .Bronrtrvttte Reed end L'l,12l',urtrltttt The comet: shell be com by volume of one (1) ttttrt Portland comm two (2 pert: and, and four (4) pert- knvel or stone, mixed with ancient “tar to nuke I waking near mud. diumeur four M) t "any. are. of comet. Cl mam belowto Mer, when“ {Mildew-Ill eight (8) inch. all; But drop inlet be furnished rial} fa} ltyettotte FtrPi,ttiltir.dt a mine 1:91;th thee ifl‘nmfimid‘dhnwufoulf valiant! bo ”gland Wthkhumxu‘fig‘dm daidcomb eatrthuatrtirumhoti. '1:th the curb, nine Ono-halt (9%) Net. Each tlUldUh' mnholoshdlbefnmhhedvithnmtironeomcouhfln: of u frame rtth three hundred aim (890) pounds, an an 'atpthd t. ttg, iii'iiiit'i'iil,3,t1i (l'llll ma” en . o a _ , 1,flrltt of fame gins (it) _ipcheg,_amu the” of mm nacho: whmll depth of column of mid balm men (7) feet. h 'tatehttaahtutttilt he furnished‘ith a the pipe bend Rot trap and for mttmetitttt to tile p!” was. 1eitlttetat.hajisiitiiieiiiiiUiliii' 'iW',ttt2ttltt ttayt.hmteimd ninety 890) 'lfg'rtit't..uti2gt",'i'e2 332%.“ rl,tr'ttt'dlf,tttf,indtti fun... being: tl - 0 an fume nine _(9) {nqlgogUQW thinking: at MI! in 11,181.00 4,996.20 2,986.20 1,757.50 6,562.00 whom 1.51pm 658.75 600.thy 864.20 110.50 811.75 mom " 85m 119.40 100.00 82.00 Wm one The following concrete culverts with hesdwslls, located in Lincolnwood Bond end St. John's Avenue, shall be con- structed of Portlsnd cement concrete. The concrete in the barrel of the culverts, end the body portion of the hesdwslls shall be composed by volume of one (1) pert Portland ce- ment, two (2) tret,' sand. end four (4) pnrts gravel or crushed stone; exposed suriece, after bdekf1tthttt of the headwalle to s depth of one ( 1) inch. shell be of mortu' com- posed by volume of one ( 1) part Portlsnd cement end two (2) party and. Both mortsr sud concrete shell be magic: with 2t'dtitt,t, water to make s making mus. es s V ow. _ v ' reinforced concrete culvert scross ST. JOHN’S AVENUE. inside dimensions of BARREL two M feet high by tout (4) feet wide, end sixty-tour feet dag inches "4'urty htiiqt wells, top end bottom, nine (9) thick. At one]! CGI of the btirreVtttut11 be constructed n heed“?! map-1m ssid barrel. The WEST BEADWAI‘L “the seven” six inches (736") hick, ten feet four inches Kif2 long, and one (1) foot thick. The EAST HEADW‘ LL shell!» eight feet six inches "Ht't) high, ten 'at" four inches, (10'. 4") long. end one 2l foot thick. The bone! shell contain twentruhe and one- tttr%) cubic ysrds of concrete; the hesdwsile shall contain the, and "ti-- hundredth (5.57) cubic ysrds of concrete. Totsi. thirtydanerend - hundrt;dtihxl (81M) "ttat't tt'gt','i"t,t minim with equsre deformed steel /l'l'li/'fll'h'llhrr, ttNU endu- movel of all surplus muted Models; mum com- plete " $25.00 per enlist: yard ---t-r--'"err-"'- F' f reinforced concrete “batsman 1grgl,'t'flr,l?iele . inside dimensions rttttittiut1.trytiyt) 10" SE v“ "rm Ll'., l tt with, and nut. t.ar J, I“) RE,. V '31.;35114... 'rr, MiIlF,,i w'", F 1t?,tfA, _ ' f,. l , ,. i q a ‘ L4 iEtEll2al" NI #31440 , ,7 l f," sirl')Tt'V- Haiti-"75" . V ' "in -NlElX',vTt7lri',t ~-b"""-.:u‘i.v , _ t I " _ r- .r," a , I © 'rr i1lciti'siitiviiji'ii'ii,2 'ii'i?iL' "s iiiii)iii(litil iii' _ ' itrit' 'r2ttr?t - T iiRh, . = _ vii mu ttttr, y , tt1ftrtjai,4iflti tfi'! i, , _vilil.lll,l i,li,iliilili,iil,'i 'airiri 'ia' 5,' 'r, ~1777‘vf"*”5~~¥ j: toe dens“) : W/ Ki i tiM, "t'"ig " . ' _ 'iit'ig Elle, "tttyiatyit.rphit9tiittiiii" " L, .' e', 1 Wig» - ',lgt4yl'li'l'rtr8Ul'!iil2!'l'r't2tt Was F 1utttbtmdmattimtiiieti' veg with ”his? ‘4 truer ttdy 'iiitfif,t,r?9it, ,two( I , _jttg;i fel it'itl"itt'i ttrtflltit?'tt .. It c...‘= tty, . V it ‘5 (8) inc thick; hm.three (8) fsst‘ 'e ' (12‘) ttttt ktttmttfttiW'_ttRiitidtiie ('. ' OO!NG.six 'lfriehirtitiiiha%'G"l C it . fi?, ttaut/d'? ttla 'tttttig-rg,?, T' o one- ' ' ', , ','lf,2'l'Sl with eight hundred 1tftrrtwrt pe, fgtttt 'g,tlt1Mht'li mildew nee bar's; tflfttr removal,“ tree _UeMtittst, and removal of. tall"', rg',t'eth,p.tt.'.tly, constructed complete 1s per on ya We“..................................e............. ........ 1 reinforced concrete P,t',t.wgAt and? 3: . ttTtg.itrJlhttt, thtd m (W/gt if}. it" Fw mm ong so . T . coma SECTION. twelve feet'six inches (1210-) T eleven feet six inche (Ir-0") {mend one foot three es (tut") thick- NORTH LT MDIATI smog. nine feet-six mic. are") in; six in: nine we t - 0") long. and one foot three i _ (1'4") thick. NORTH SECTION, six feet six inches "'Ar') high. six feet six inches 18'Ar') tgt, and one footlthm inches (1'4") thick, SOUTH INTE DIATE SECTION. eight feet six inches G'-tr') high. live (IO feet long. and one foot three hicks (l'-3") thick, SOUTH SECTION, the Q, feet high, five feet three inches (aura long. and one oot three inches (123") thick; RAILIN {three (3) feet high. tttttp. 85) feet lone, and one foot threeinches (1'4?) thick: B. ING, six (6) inches high, thirty-live feet four inches (88'4") _ long. ,and one foot seven inches fp-T") wide; containing forty-three and one-half (4.8%; cubic yards of concrete re- inforced with twenty-four h d eighty-six (2486) we of one-half (%) inch square deformed steel bars; - ing removal of tree stumps, backfiliing. and removal of all surplus excavated materials; constructed complete at $26.00 W cubic yard '-----c-..........o---..._....- ...... e following retaining walls, located in iiii6i7iiiiiiriri ROAD, across the west ravine, shall be constructed of rein- forced Portland cement concrete; the footings and bodyipon tion of and retaining walls shall be comloeed by volume of one (1) part Portland cement, two l l trt, ssnd,ysnd four (4) parts gravel or crushed stone; t exposed "r- Nee, after baekf111hte, of said retainingwslls, to a depth of one (1) inch, shall be of mortar composed by volume of one (1) part Portland cement and two It) parts sand. Both mortar and concrete shall be mixed with tttiMeUett water to . make a gushing mass. The dimensions as stated below, reinforced concrete retaining wall along the north line of BROWNVILLE ROAD, with an opening for s In (210» by seven glet inside dimension culvert: F00/nNG.;tRo ' feet six inc or-e') high. eight foetal! inches (8%?) wide. and seventy-three (73) feet ion l WALL, ten feet six inches (10’-0") high, seventy-two fin' feet long..snd average thickness one foot six inches (158"); cents! _ one hundred eight (108) cubic yards of concrete, reinf ,' with nine thousand one hundred seventy (0170) of deformed steel here; including Pt,ett,ggd removal of V all surplus excavated materials', cons complete at $26.00 per cubic yard v-v-c..--'--:-.-,-.--,.-,-.-., reinforced concrete retaining wall along the south line of BROWNVILLE ROAD, with an opening for a tIve (5) foot by seven (7) foot inside dimension culvert: FOOTING. two feet six inches (2’-6") high, eight feet six inches fftht'9 wide, and seventy-two feet six inches 1TSt'Mr') long; WALL.. the westerly forty-nine feet six ittettast4tt'ur")Nt1 he - (7) feet high. the easterly twenty-two an feet shall he nine feet six inches (tt'Aro high; average thicknesmm foot six inches (1'Ar'P, containing ninety-three (”)euhic yards of concrete. reinforced with sixty-eight hundred seven- ty (6870) pounds of deformed steel bars; inciuding buck- iiiling and removal of all surplus excavated materials, con- structed complete at $26.00 per cubic yard ....,. The following retaining walls, located in BROWNVILLE, ROAD, across the east ravine, shall be constructed of tein- forced Portland cement concrete; the footing and body por- tion of the retaining walls, railing. and coping, shall be com- posed by volume ofone(l)part Portland cement, twa(2)parts sand, and four (4) parts gravel or crushed stone; the ex-_ posed surfaces, after UekM1intt of the retaining walls and the railings and copinms, to a depth of one (1) inch, shall be of mortar composed by volume of one (1) part Port. land cement and two (2) parts sand. Both mortar and con- _ crete shall be mixed with sudicient water to make a gushing mess. Dimensions as stated below. '. retaining wall along the north line of Brownvilie Road. with ' an open ng for a two (2) foot by two (2) foot inside di- ,' mansion, culvert: FOOTING. two feet .six inches wut") high. the CENTER SECTION. nine (to feet in mend sixteen feet six inches pup long; the “ST 8 ON seven (7) feet in widt and nine feet six inches tttre') lone: the EAST SECTION, eioht feet six inches (896") in width, and ten (10) feet long; WALL. aver-see thicknesslone foot six inches (1'-6"): the CENTER SECTION. twelve (12) feet high and flfteen (16) feet long" the WEST SEC- TION. seven ft)H?etlitrh, and eight br feet long: the EAST SECTION. nine feet six inches (9-6") high and.ten (10) feet lone; RAILING, one foot three inches (iM") thick. three (3) feet high, and thirty-three (38) feet lone; COPING. six (6) inches high. one “foot seven inches it'uT') thick, and thirty-three feet tour inches (88'M") long: con- taining Mtrfour (54) cubic yer of concrete reinforced with thirty-two hundnd (8200) undo of deformed steel bars; including baekfmfestr and removal of all surplus exca- s',',ttp,id materials; constructed complete " 825.00 per cubic ya .......................................-............................................................ 1 retaining wall along the south line of Brownville Road, with an opening for a two (2) foot by two (2) foot inside di.. ', mension. culvert: FOO'I'ING, two feet six inches Mfr') high, nine (9) feet in width, and twenty-seven (27) zest long; WALL, average thicknese one foot six inches (1' O, C tenii10) feet high, and Wong-six (20) feet long; RAIL- ing. one foot three inches (1' l thick three (3) feet high. and twenty~six (28) feet long; bbirifi'ii, six (6) inches high. one foot seven inches (1'-7") thick. and twenty-six feet four inches (Ste-A") lone; containing forty-three (48) cubic yards of concrete, reinforced with thirty-one hundred liftv (3150) pound' of deformed steel bars: including beekfllling and removal 'g21M,'g'th,t",",g,t/f, materials. eomtrueted com- ete at . oer c yer w..r--t.tw.-te-..-..-.met.Mr.t.._.-. p CONCRETE CULVERTS WITH HEADWALLS Iheadnratikist 't2tlttU', {out ' ‘ 1 ffim%?ontfimm(&&moz§ n n veto , Iuttqit..utte.tt'attthtt'r . 5141??ng _tt.t concrete. Comtnnetod edmpuu" 2'U'll HIGHLAND PARK PREM, HIGHLAND PM Maatt0ttt 1,850.00 1,015.00 2325-00 2,700.00 1,087.50 778.75 362.50 40.00 Acting 'urorottucttretf Highland and-cu mmummuwh‘ , oft [ maximum . 1". stasatsruhundrGi"ttiiiukiriirruaeLa.aD.es'k's tTb'Airmn,thtrCu6,dot-treoeefhtlt" '. trr , BRE a ubmdcometcapyofwordlanbh s. ....? and tMhtet-r,Arrfltt8_imsttteet - “KW at.sa-t-rttbsrht_,r'eoetea-dn"t" Ietllt ilttomrPrtitTr1tlPrtttttrYrFPr..1otty, " ~¢ otii-,w-ttuwsdat'ru-rt"tidr'"t0t* ttl “A; (SEAL) Crt-ttie-tst-tttl-tSturt'--"-',) r I‘M tturouthekortuub.arArd-dtnsireo-t,aast adula- 'teetseitsttmtdirteth-tse. ~_____.__; k--..-- . an - . ' teE,',t',r,tft2,f,',f, It w g t at” . _ 1,9..de 'ef_% -dth [ 'atrbtWg1Nn4N6.. T gfg' . mtad.trmsttutirttitotttdnrofMitmhcdLDi.t_alr,' ' - WMMWbphuuMMfi' '. "00sqrefetetofwittty blunmw‘ mid/dei _nitdstiddmmnrtth)tfteettttghttqhtet* It . Jd,,'2'8nt,graht,'g'Ja"yrt'reNuiq, llit? Whnond. can . nun -- . -. Engineering union f'1'.e11'1.r.I.t15fS.'1'?dl'fltillt .m h.tttrtyttte'rABp1reltyp.P9rWttPdT ,. I WttrfittdMtlrg'tttt'ge,htttt.tt1 #3” J " )feethteh. IWtiietlqteatiae ,.'ve- men ,pttalrht00Jmsttrtqtqttittt.te ' it: one 1 immunity Mel . '_", . " ‘POS Minion-end mum “‘30. -(10) hi'gtgt't"t,h'Attrhtgt",tgtgt " C 'tttttttattests/tdye,',,', be] , tithes? qy'tt,"g it',u1Phi,ia't"gt . all a posits ee r pend Am rr ' .mamwuwmmalfi ”when!” 28t,ht2t,tttrdrfl'vale, ' f4)hteuitttiehidftmrg-t inch-(4'4") at ttrettdqttttep-tthotruh_rthequt- i. iden Ittmd,hrifuttmttraeh" te-tttn Mb!!! " ee thick, endloerifeet eh m (4'4“) let. " ' _ wells elm]! conceit: eh“) - d TV ' = "334:1 t No 'aTdul'lTdltfllLTG'll',Mr,tgt"l'i'.1 1rlLheht 1e.tatd?aynytarr'hyttrtpttIttj-riftxtitiir" Contracted complete et Marcelle 'aiu... 5:! m 48menho1eeoveretobeedjueted .mdoiebaei - 1'. izegsotetiel; stmiiartotutr-dirtit - " "a e eec .-.-..-..-.r.-.....d......-.-...u ' ..- 26mlverih-Ftfttteadttmtedtottmtbn6em ll' m using meter-{III elmiler to thet: met! in My“ - '4llf, - tine. et an eech _.-.-.-...:-..-..-.-....-.. , T; . ""a,2"gg,ta1Uertut',p,tgdtl',t 4" - etnmpe clubbed oettoe depthofeee )teet- like eubgrede. holes in the Martina! with lead. tlflll . - 1y amped. including the remove! oftreee end - it” ‘ an the site fof ttht,) improvement, et £8.00 eech Wm...” ' L.., equere ee m mete mu: " an e leyer of dude-l eh (6) inchee t"g'lt.=t'tithl , {the sidewelk eppmechee an! be are (5) feet, exceptf‘cthe existing eldmih. where they mm be widened "dat' to meet the existing mike " debt “the. The body Hf” shell be four (4) inch“ thick. end shell be .. _- RM! volume atone (I) pert Portland eement.two tn ', , " ' end fl.. (a)? new] or cruehed stone: the - neurfeegtoe pthoLntrhaff (5t) Mennh' ‘v ttvvohirrtooCthroMttertsPortUmteeai-tt "' (31pm. and. Bothnarterendeonereteehen - IlMP"d ,dthtmftkient ,rptartorpnuaqpnMrtt-; - w” d! excevetion. (reeling. and, move! a! ell muted . - his. constructed complete et Me per equexe Me”; 331.... , fire hydrant: in St. John'e Avenue Melee- .. (2 'rilq be diseytmseytq1, {newly meettothe9ymht! _ a, " _ " " © TOTAL mum cost or um new PrtmnlagEN't! e.--.--------"--'---.". t 1 All lawful expenses awn: the Winn fur at aid 'opp-rt-oi-tttHitt-tee-te-t_ '7 " 1'llfal', levyiu. all Man of the meat mil -- pronoud-inpromnt. not b was of " - [tllre (6%) 1t,f,tgN'gte,2trrf.t.e1 (not - - 'tt cnnt of Wotan-Inn: ""'""".-"--"""""""n, il .... d ,mcluding' 11rteeserieaattirnt 7' ind N t.'rlGtt and 1'ld1'hlt'll',1 .w 'pd/ttletter/ttlt t6)ptutrtotipkuadattumtettseesddAtii' '3' .. gamutinnldfilkaidoflnuflhtmnmmi " trtltttttttrutteBoadr. 'Neooeriteinttse -‘ _lld $33.5“ ttl! tcltrtt,1t', gt"ttpi 'lllh E? N can: tt u out ' ' kGGrirririiiriia ,'lt,'d,'MttgSge,t - Iii r ' nqttak1ntr-.Theeetaemtouttt_tfogeed At r , Mmdredstxtrtt" 1el2ttgt'c'futtt,qRt V”he! um. Thedimdonlot post-Bl: " THE tNi?,, or {HI}! FAME}!!! ho f9gt (03901: but by ' tttt hyhes ,qtmm',ABprnrhtttHttFi! ofone(l)pdtlbrflnndmuttwom tiNt' - and four (t) out; powwow-him at, lit,','.'."""'"'""""'""". P'irt1i1liiill - w. _ 1 reinforced mam culvert in WEST 'A8ktmll8bey 330mm: ROAbziuldo 'l,ttt,rt,tttae, ' ~14 I"!!! (7) feet wide and seventy-oi: (76) {at . if, a o - mm a"7Gi'7tliir."tra7hTt"tA"ilATl (r a: Ind ”ventral: felt) feet :mm-a. two tn ‘ 1 " In. two (2) feet wide; TOP - ' - 'gif 1) foot and one end oeyeeNitCt1W)itse1tatWAIadg, "foot two inches WW' thick: SLAB BETWEEN m 1 111m: and one-hut " incheo thick. are (5) feet widog“_ . ' 1tstronetmndarkvin gl,,'lth'atttd - " lh " forced with forty-thre- ( 1pomtds of . _ n . ma ham; including Wing and removal of " " r h',T.ttf.ttt1tlflirtt'ettlerusha an.” 1llr-l, " -----G------......--..--, ' -.. thtfpreed_emtemuetttstistrgAttrrtAhhil-it t A1.- " ville Rood, inside dimendom two (I) tt2tt by " (8) feet wide. and tttap, ttet nine inch- Fil, iWe ' WALLS, TOP . mumt (8) loote- 113110- ',tithide'r,,',uel)pgtt Sg'ti'tt,; Mbgead, Le/2teg',2'gttJ,2ttg'rp,gr,e,t',,g, 01'“! bam: emu-acted comp was. new“: " 'il ..-.P.. rehfomedoomtemthkrhmnvioeint El Itoa4oirht00ineha tu"'tg"dt", u 1 It: f2 feet1tiioethoemtnerthue " (at, - - 1(0) 'eetnpprt,uittertoeatter. 1aeAttohtettaitafm . " one hundredth- (0.16) cubic yards of Portland molt , ll' . composed by "h-tdimer Q,gi't,d'r/1,,T,', 'MEM. 'n two "0ir.arta.y.irs4uy.t4tmtr a); mvolor , w if 'WNV, named with sweat water make 1 quoting rr " re- hdomdwithonehnndtedtwolve (112) pound-o! Tttlt' de. formed the] but; including-mum - Menu" Ii, t "- plate in place. and pet to “no. at can each _......'. “Mun..." reinforced concrete and tttu,',"), "in!“ 1 Tt'tlrt',2t,,rta't,t (18))»:ou ' ekt’FWendot emptmthL-kp- 1"- (mm... rum "iaith" iiiEarttuFiaritTaT 3.“. saws». tltiitd.Pt.tu w.- "sd.ptf 'i,fiatd',ii u an NT «a» 'tttalt-tttttmit' , " _, "ttdst gm 4h. K l _ .- (,',t"2.tttth 'qtHtNta, m:- ' s IFE w two fast (If; It: M1 , , - 'tttAthlete/ity,: who? 'alrr, (1"?) mtttmgAmr" 4 'ettek.yt3ittitiirs" .M an inch.- "HO' 'ttta'" 4'- (as) an r iiil _ 'g?ggg,tit (as) an /lit.'.'lxtlfiill, td'l Blllt' ' c, mum-guwu-fl’mm 13m foisrttte1te. 86' "Helm” ALLr00hN0 “but lixtnchol 'i.f"l tty3flattttteliisrt8Fqii (86)feetl . tettseirtttmtirtetsuti' {3551* at 'h7,i:'i','i? feet at Won. an. (11) - B, high, Ind rtr.thi- W) feet but; RAILING, on: 1,;‘thno inche- g..'i'At: am (a) use and than, , (35) feet long- PING at: (10 indies]: on: foot ' ‘ hei- (1'.7") wide, and thlrtr-tve feet four inch. M' ig Jon. Ton] when“ for both walk. one hundnd Ill and ninety-one hundredth: (M31) cubic null. Total ‘ ' a. for culvert nod Indians. one hundred My w giiti - six hundredth: (180.66) cubic yards of concrete, - ' with twentruven hundred Mer-tms (2762) ttttle, ' on.- half (K) nch - deforms] the! ban, nelud rr M- alling and who"! a d] mplu “and nun f can- trtrtzeted coee1tte.s8t.rg10 291999513“! W» IT..L..1. -'-__ "it'i'iii, -- iiiiiiitn w hrtiiiiiiiiii !. .. The following “Mannheim-hum can "eeteyrUliie..tleltetrt. te-ty, was: 'll' _ $t-etAgiraut-ittrd, mum ii2EMrizi2f PAGE [il, " $347,400.00 m that”: i!,vd!|n [Xa" 25XE [ELK] EEK] rrrrEC1 irc, EEC)