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m F11 5W WT in . iii i':lllj, If: PAGE FOURTH)! "gt,tattta'tatri"tlf,t'tll'Gl'lrtll 7 _ ' N03 008 new tron-th- ' ' uni "tertdett at sr"Ttird'iCitTiiiiitui.tre!rtee.tty. V Ni,trttyiter?titrdfo, GihaiiriViitriikt-.ioeyte,d, ' 'iiieittJrs.Bt.y99ttttat . 'ir"iiriatirTiGGiiFiii1iifureie.B Manama. ',"a"i"i'"ii"iuiiiVFtJhiftAtur..uek "itG-Giiturtr,tikU3eitdedl,yf iiiit2tiittieePptanutt'""" 'iiti-iriaii"im-dettV iirirletjrusAi4....,.Pttm :1 _ ' 3 FLORA iC'ithHAth-diiteyreth1F, murdnyropo-deonergu mtinmubtomm‘utmmth ,ijhytf,glt,1gffgdih"t'itttt :tbcnce southerly in aid Flora to and mum with brain moaned concrete manna} h! No . Road " the 'sorthirtr t,tulrtua1tt1pptgt/gtt,tit'i "tdrtretAtte.ttht no“ C-ufukciutbouth Moi-aid! FlouPl-eo;.tNO T3100! BOADuhrhdu manhunt - 'iGiaGiGGrliiaitt-serin-td withthebcrdn thhnfl‘Nm-thmrw . r NPR, AOOR ROAD from the no line can“ of Gun - . ,1___‘.|_‘_|_ -- tn-ths-TL-eine'" tho huh can!“ from, “on Place; at NO rum: ROAD .4 tended of aid Rheum P1800131! eon: thhuflNm-thmrlp Not 00!! ROAD from the more] an Rand: thence ml: and northerly m we a! an n m... ROGER WIS XMUE from hatchet-My Wie, uiS%riuriirai,Tittdiiu.yttireit,' Wilma-Amuse.) V southwaurly moi-way line. of the & Northmrn y Company- inel . the stunt return! " ROADVIBW AVENUE to 2i7tirrgiiiriiFi'Gaiiiuutsct.e, vein-athenorth‘undm line extended,“ said Roger Williams G,5ndeprsnee.tbtCtr1tt 1TN'attthftrt 2,T"ght t le' gttt'; Amww“ PLE (b no " ' u II n , .. __v ' AL- “mu. 1;... “and“! f did: Roger 'ttur,,': ttttt mum “New? Pl! I my: Eva-nth! inch; P Magnum. MGIRW omenBty mthwuugly Conny-Inc iCar"ir,iii; “a- ”hill... as the north and the sousn une “was“ - - ...-e- _-ee-_-_-e'" _ andeonnectinawiththehsreiniproposedw-«u pavementinsaid ' ant Avenue; at BURTON AV NUS as heck as the south line V tended of 'said Roger Williams Avenue, d connecting with the , purged concrete pavement in said Bu = Avenue; . ' ' . clearins. gruhhiu. excavating, till " ' trenching, M1inq [the with earth, except under the proposed pa sw. mt, where the trenches be fiiied with sand, grading, "sparing the Made. raking the par adjustins' existin manhole an ,valve vs I covers constructing T sidewalk approaches, constructi tile pi drain, from ditches in Green Bay Road, constructing tJti',,'llCd r am pavement :eonnectiona in Green Bay Road at Roger Williams Avene, Highland Pldce, Wash Place, Blackstone Place, and Northmoot ' a, eouttttettreeoneryt' cu. ' constructing concrete headwalls for outlet , in, and eoncrdte culvert openings for s'aid outlet drains and culve , located as follows: One I) concrete headwall in the Easement in Lot 86, Block 1, Ravlnia Highlands, two (2) feet westerly of the easterly line if said Lot 35; g'tiyunitt headwall in the ravine in Lot M, Block 1, i ir-st Addition to Ravin E - lands, tive (5) feet northeasterly of the southwesterly line extended! of Lot 52. Block l,. First Addition to a. ' Highlands, and one hundred "tr-throe (153) feet nortxvesterl of the 1 rth line of Roger Williams Ave- nue, as measured elm c sentimental line of aforesaid Lot 52; one (l) headwall in the ravine south of Bel " e Place, "ty-four (54) feet southerly of the southerlyline of said Bel vue Place, and twenty (20) feet westerl of the noetheaatatrlr line extended of said Bellevue Place; one (1) headw$ in the southerly park 'IL of ' nia Road, two' Ob) feet west- erly of the westerly Hqltbo -way l e of t _ Chicago & Northwestern Rail- way Company; eoeutrttetiptt outlet tile pi drains, atatruettmfemterrte culverts. constructing catchbasins and ca hbasin manholes, manholevand drop inlets, filling of one (1) existing catcbasin in Ravinia Road, removal of concrete curb in said "Ravinia Road, ' ving with reinforced concrete roadways, the center line of which shall - the center line of the streets to be improved; the width of said [) ass. mounted from but to back of curb shall be as follows: in B RT N AVENUE, PLEASANT AVENUE, BROADVlEW AVENUE» VIN PLACE,' CRAWFORD PLACE, BELLEVUE PLACE, H Gil ND PLACE, WASHINGTON PLACE, BLACKSTONE PLACE, FLO PLACE, and NORTHMOOR ROAD, the width shall be twenty-one (21) feet; in Roger Williams Avenue the width shall be forty (40) feet, except street corners and the Y turn- around in Pleasant Avenue, where the .' ways shall be widened along curved lines having a radius of twenty-il- _ (25) feet, except at the inter- section of Burton Avenue and Ravinia ' . a, where the ra ius to the east shall be fifteen (15) feet, and the radius to the west shall.be pg (60) feet; " the Y turn-around in Pleasant A .. ue, where the) radius to t e east shall be one hundred (100) feet, and the -ius to the west shall he fifteen (15) feet; at the northwest and the south , corners' of Broadview Avenue and Roger Williams Avenue, at the nort west and the southeast corners of Pleasant Avenue and Roger Williams venue, and " the southeast cor- ner of Burton Avenue and Roger Willis Avenue, where radii shall he twenty (20) feet; " the northeast and th southwest corners of Broadview Avenue and Roger Williams Avenue, " e northeast and the southwest corners, of Pleasant Avenue and Roger WI iams Avenue, and at the south- west corner of Burton Avenue and 'dll v', illiams Avenue, where the radii shall be thirty (30) feet; " the sout eas corner of Green Bay Road and Roger Williams Avenue, the radius shall - fifteen fll2 feet; at the north.. east corner of Blackstone Place and G Wr n Bay oad, " the northeast) corner of Blackstone Place and Pleasant venue, where the radii shall bet forty (40) feet; at the northeast corner I Broadview Avenue and -Black- stone Place, " the southwest corner of z ackstone Place and Flora Place, where the radii shall be fifty (50) feet; t the northeast. corner of North- moor Red. and Flora Place, where the r :ius shall be thirty (80) feet; at the southeast and the northwest corners d alley north of Roger Williams Avenue and Pleasant Avenue, the soothe t corner of alley north of Roger Williams Avenue and Broadview Avenue r e southeast corner of alley south of Roger Williams Avenue and iiii;iiiia - Avenue, the southeast ind the northwest corners .of alley south of Ros ' Williams Avenue and Pleasant Avenue, the southeast and the northw V corners of alley south of Roger Williams Avenue and Burton Avenue, whre the radii shall be fifteen (15) feet; constructing tile pipe drains, laid in the parkwsys at an average distance of two ( ) feet from the back of e curb, except where said drains you: the eatehbasin or "tehtsasin-nuuthoW, where said drain: shall be laid along curved lines convex to the property 1 -es, and said curv lines shall be- an ten(10) feet from said entehbaain or catchbasin-mnnhole; eirnstrttetf concrete culvert outlet in Ravinia Road ' d in Easement in Lot 86, Blot}; t Rnu’mia Hichlanda. connection of pro " .. tile_pipe drain to existing - aw 'r"""' -_-- __ we, 'G measured don: the “thunder! my (1) baths“ in the twine not}: of Bel e Aitheri, of the southerly‘liné of aid Bel we vacuum of the noetheaatatrlr liné extended of I bath: in the southerly gab! aft. of nu -u, of tho math ritrhbo any I e pf tl ct. gm 28,100 50.1w \Ieluw ’Iluc v- -'P".'"'""""" --_ --- â€".ce ,, . in; clearing. grabbing out of b eh end twee four (4) inches in diameter or less, cred tr, wagering the sub- mde to receive the concrete pev ent, root- of trees end brush shell tit removed to e d pth of one li) foot be- low the eurtece of the enbgrede, d the holes Blled with mind, well temped. and removal ell surplus excavated materials from the site of the i provem t, ell excava- tizz’i measured in the cut, comp " tIts per cubic1 8,970 cubic yerde of excevetien for pe kweye, including clear- ing, (rubbing of brueh and trees 'four (4) inch: in di.. emeter or lea, reking eeld per eye, end xenon] of ell Jurplne exceveted meteriele, me and in he cut. com- plete nt tt.26 per cubic yerd i., w.-.-..-..--).--. 44,500 squire {em of/fPortlend , heoncrete evement debt " inche- we: (use nu ma mung bum 2ett,tt"di',ta'18'g",t,u tteeitmp-dtrrvob. one one (1): pert Partlend t, two (2) parts Griit,ruCttG'd.isikrottrhatf, 3%) pert: mvelor ' meltdown, withm at mkrtomekee ttttttt u',ta'",tut'd,Vttatt,"it! with tis Mt) ipalm ective ml febrie to each one CW" 3901!? feet of pavetrtrit,_tsuee4 Atm “5 -- ”WV-v - ---v -C-' mi. concrete mt in , a tAgro", said '4ull2'S Rood; Roomy WWI?! AMER"?! cubic-jugs of excavation for col+rete puvement2 inclyd: _ . . . n I ,1 __, L_-__ A.-- A 10:; T40) {numb effective uteel febric to each one' l 00) gum feet of pavement, placed two (2) inches below e top of the vement. Three-e hths Stl inch upheltic felt tram rue r"gT',',tt ointe ahobeepnstiitete4tioreUot center] epithepeve- meat, end tttgl, thirty 180) f aIsart/extirndtptt from bottmnof e menttoone- If (55) tnehatiovethe tmr_ojid,rai.einent/etd from "meptahrtto_ptrry mt edge; eddexputeion join dull be rggttd with three-quarter (W) and: smooth, and nee} re, two (2) fieet long, spaced’two f,il feet up ' imbedded in the con- crete four (4) inchee the p of said concrete, and a,ttel'tiigtt,tt. (16) inches f to the concrete on one ride of joint, and the in: shorter portion of slid steel hen, 'tef1rre Iqth.dtud inAthe concrete on the other side of the joint, “all be ted with cup grate. nnginrertedhttaet1rttteh derdinrtt-utftttprrd ortinpfpetmt ttot behalonc egnddwhich Ihnllbe cloned in such {may as to the concrete uni ,rrovid-openjqetnt1eek (I) inchin ' in which the bu my slide. A dim: mum joint an]! be constructed dhmg the in “he ‘01 the pave- merttinR-rWmiatttts Ava: "tdfymttettdtoettd of aid Imminent; the Nee of concrete paettetst on one side of the j'pint shall be pa ted with bituminoul ce- iraiSetorettrir,eoretqfeojelytsti9u.ltyr!t..ti? hsagititdhtat.iotnt null be pro with um lk) inch round, def ed pipe] “at our (It) feat in Urttl, spaced live (5) Opp-t and r (4) inch: How the topotihepu fund two]: {diatom eoncnteoucuh‘ ortttelost., 'if'l,it'fill,tl1 _ __V- iiiiiGiGtd, iief _ ed Milan; our (0 man ream. spaced hve (5)022; upgrt mad I (4) inches below the top of the itiveiteatt,iin4 two " fed into the gig,gN',.'gPt1 It orthe , t. A “the madly. duped In "eo nittaitr, _ r In trttft'ttgltUt,1r','ltg "t'ld)Ullurll'l'G'l 11tiitrbeRPh-JBattetatt,6-. aidtthtltdFPte High- i; ESTIMATE ot COST 1k'etitt.tstkt sit . sixteen (10) - 'Er%,rif3, , 28,815.00 11.21250 18,188 1,0M t26 3.593 4,213 518 187 189 42 lain "rr "idetrrbtEadepthrr-httlf highchwbe compoeed all volume of one (1) cement "ttrtwo004lttartopnd. Bothmo Vendeonereteohell be mixed , "tBet-ttter to a whim nus. Three-eight til (96) inch open Joint: be contracted through Air-tire width of aid rb, and .,tt,"tltt from top bottop of Mid curb peoed thirty (80 feet open, 'Ind continuoue with t tron-verse expen- eion ttt tb, they pavement, incl the "enmitterat, for e' on " below the bottom of peanut: coll-i otmcted eoidNet* et $1.00 per foot ..-rtm.-..- meg“ r eetcltlbeeim‘; ft th", 1tgPd My?!” y “new 0 one I part cemen wo (2) parts bd, and four (4) travel or crushed stone. mi " with gutheUett water nuke I who: mm; the bide diemeter shell be our (4) feet {will the 'g? of t bottom to e plenethree (8) feet below the top 0 the alum, from which 1) ‘ the diameter Iholl be uniform ti decreeeed upwerde to o (2) feet at the top of the a rete in each manner' u to Bt and Ill port the eoit' . The bottom and old ell: shell be on: t (_8rirttphess ick, and the 'ld/ll/tNfl of_theAeoueget_e mhthofizgmémfumé'EHEVEE “ting, ban and removd structed col new concrd composed 11 two (2) pm at the top gt the concrete in such In msnner ms to tlt and suppo ithe cover. The bottom and sidewnlls shell be eight (trg inches thick, end the - depth of the concrete B IE be nine (9) feet below pavement crude; tsaety..eytthq, in manhole shell be N hed with s High- land Park t' ttern cstchbesin cover, misting of s frame weighing 3 hundred seventy-live 275) pounds, and u from wait?» one hundred twen tive (126) pounds; ncluding IEtxAarntirttr, beekillling round the MW in monholyith send. and remov of all surplus or- cavated . ‘risls constructed compete st $120.00 each new cone , wholes; the concrete 1 be ','t"m'"d by volume of, Be (1) part Portland co t, two ( ) ports send, end i r (4) pe grayet or hed stone, mixed with an t I t wste to make s king mess. The inside dis-q: r shell be three (a) from the top of the both l s plene three Q f below the top of the cone ‘gfrom which plsne t e d meter shell be uni- formly d-wh' ..- to two (2) feet s the top of the con. crete' in lit s manner as to fit en " trf, the cover. The bottom: d eidewslls shell be ei ht t , inth thick. and the “cc-,5 de thot concrete six (6) feet below the psve " god: or surface of the ground. Esch manhole s ll furnished with s manhole cover con- sistii? of ' fume weighing three h dred ninety (890) poun s,. s it s lid weighing one hundred fifty' (160) pounds; i I' ding all eieavating, Whaling sround the msnholee, il h send, snd removsl of ell surplus excsvst- ed mate B, ' constructed complete) and cover set to grsde, st Eot0, esch w-r-o.-------.--'-"--". concrete d B" inlets constructed in with the here- in propo 'di', ncrete culverts. Two (2) inlets to be con- structed o lit end integral with cul rt in Ravinia Bond. and two. L32 inlets to be construe over and inteErel with culva across Burton Avenue " Lot 86, Bloc l, Ravinia. "f hlnnds. Inside din " top of culvert shall be thffFe (8) feet; from top of lvert to top ot the concrete ogthe inlets the dismete shell be uniformly decreseed Ill two (2) feet at the of the concrete in such s myner as to flt snd sup rt the cover. The sidewslls P. ll be eight G) inches thick, and the ever- age deptheggf the concrete is two and one-hull (2%) fit6t. T ,.concrete shell be com . by volume of one (1) p. Portlsnd cement. two (2) parts and...“ four (4) il, rte (revel or crushed ne, mixedorith suf- fteient we Bt to make a quskinz . Each drop inlet shell be it ished with s cover c misting of e frame weighinzv",o hundred sevemtr-i1ve (275) pounds, and a brute w - ting one hundred twen Jive gel pounds; It udinf , I executing, bae1duli with sen , end re- m vsl o ' Tsurplus exéavnted mate ' constructed com- plete, nnd-{ff-ver set to grade, st ' .00 each t_P._.__-m_..w-w.... The tone“ _ a: in. shall be vita-shed salt-glued, hut, and ep’ " e 'X, drains, inside iameter as indicated by the e q ted below, including connections to catch- bu'ine. . basin-manholes. man Olen, and St inlets. all trench » ' baekf111intt the trench with and mm the bottom of Iii trenchee to the surface the subgrade: joints of mo imposed by volume of o e (1) part Portland cement if two (2) part- sand, . ed with Meier» water to he a quilting mass, removal of all ourplu excavated Tt 'riel- the depth of Fthe drain refer- to the thtm 1 , "at and drains; all dr as Mm (15) inch- es ind o . ehell be double st lineal f ' . eight (8) inch tile t drain, bid " an av- enue .421, nix and one-lug 6%) feet below the avemen 9’ de, laid complete at t .90 J,"4 lineal foot .... Fined {mi}! ten (10) inch tile pl talus, laid " an avenge lit . of six and one-ha! 6%) feet below the avenue ,1 ' yield complete It 10 per lineal foot.... lineal fe .1 twelve (12) inch 'tily lpe amine. bid at an eve depth of tix. and 'ii'i'i'4 (6%) feet below the,par. g. grade, laid comp ( at 82.20 per lineal itneat til average rum: meal ted ii',l'LHii 91’“an(launchtnd‘rxpeduingwdu In t depth of six and 0119- f (6%) Net below ther plv t grade, hid completq at $2.40 per lineal iiiafia /iGiirhieGl us) inch tite ipe min, hid” " sh IV _ depth of six and s','l,'.l'll4 (6%) Net below the pa , t grade. hid compleu‘ at 82.60 per lineal lineal f ‘of twenty-four (24) iiieh tile drains, we -r it"!!! derttt of _,i,ii,tiii,jisiiicis.ii,ic,t/iiij' pm Eat" fiiiriidiiiiitd a "helper lineal toot c.., The fotl drain: shall be vit ed, alt-M. hub and I 'fl g,',i't drum, inside u tndteated ttat,',',',', I' _)i,ta!i'ti,)1lF',t!it1f,'vti'i':' and d to in”. I . " m . undou 'l,'htei'l"trdlh,lnt"ltl2orll',rdl'llfA1l'li 9nd at! ioAstaL surplus refer: lineal ' new; _ of hir nnd onctitf (4%) feet below then. Lq.tNtidc'eti"ttttt,t,,tuglht1ftt', 1itsedif 'fi1u,'u,te,1,2tgtr Jail-tan “on“ Bve nnd 01$th (5%) feet below the wt , V we complete " who per lineal foot ...vFt.. End 2 V tan (10) inch tile pi Lax-lint. kid at an ”- enge of the and 'r,i'i1:i'll1li's,'i'i feet polar tbs puma; ' laid complete at " per lulu! foot iot nix. (.8) inch_til¢ 2%.an Wtd, ttt..an Reta, fPt all trenching. l, Killing the trench. in, mshingthebae nudremoulofdl ants! mutidr the depth of an drain know line i','?;",'"?',';";,".' Allin-sins luck“ and over shall double strength. ' max" mus. mam mu. 24% TILE PIPE DR at, Lot 35, Block I, " top of culvert lvert to top of the shall be uniformly of the concrete in rt the cover. The thick, and the ever- and one-half (2%) . by volume of (2) parts and, end as. gueiyith an: . Each drop inlet misting of I frame S'i,'/e"otirf,t, Ed - " pom; ; with lel and re- ' eonBtrueted com- INS 111350.00 85,800.00 15,000.00 2,061.50 1,087.80 8,581.05 5,988.45 411.40 458.60 180.00 2,401 l .700 ' '105 its: inim- (our?!) Indus , trd out": __ .roots e -ee b- 'a2,'gt't,d%guttP, foot 'li."lTof"llt . album and Med with and. and pow-l of 'Slhi _yt-ftoatttttn,siteof impro'm-t,nt Mo fSth1 mam 'hrtt" huh-M t"'A'gtgut't 'li1t1?i'illtiEiitii,tfk?i'ik?,, fugue-pt Mu Lid. l pans-um . 'a1'l",'N'lt't 180 TM) 1'tltgrlu',',ht,t 't,hetr m“ tr'i'ttidi'iie an“: ' _ u ' CULvnn'rs C The tiirituttgt,t,e he) of mtqtemtq compound one one port b m(2)muud.‘ sultan!- (4)put| alum. ttone, In 'wida "(new - to . qimhhtq mus. Dimensions " and below. A; 1 concrete culvert bro 11de fortrrthe L, tog tee, “and a of min (12) M “a: " ""11: iith, “1313):“ Mt sieilge'iitltX (15) trieh a“: u at an mm! iiiiiireP,eeLet' . The “now wit“! for outlet dgtdi M - calm ' tiriaitmetiof let,',',,',,',,."':; tion of sntdAedhmtit 'telrtttte " tt " Jd agan-4r1.qtoh"h%"eUl"."d'i"d' riL"Nirtirii'i I iaririrriiiiiTiiin 'iiiiffliiiiti!,i,iil.i'itll", J't K? M at nod feet 3.2. _ iii'tl,21t,lPgt " a fsill'ttS on (s an tg 'luNrll1tr'llit'l at an)”; uncut ' ' OUTLET mums 1m! tttt,tterirctn',f'2,et 2t iii (126M Waging two 12i1."1L"'tlt - r you , etiet.syd ' can“ t',tahUg'f,ullllllt'lrV2'll'llh _r1ue2't'1. be iotgrtd,2u'ml,"at of one il,l ' and At men T nul- - cute and be gush, with” N to - . gum new iiiiAttoeiPtte a be tdtU'2 Place, 5123;). and r"rullut'lli1 (s W 'ai rub. m: we an .a 'tggdut1gttt1'ra1'rd"2t'lk lets-t 15.00 concrete Inuit-ll band in ravine no of amwn. Ham Avenue. with opening for a thy 1-39) til. i;iirciirTiiii feet long . m‘ IT) f “h on. ttt ttul,',').'.', tro' ' bottom 1,,%tt'tu"ijkt'p ts'AO, containing an and than k (5.16) cubic yaw-.4 constructed complete at 6.00 pat cubic 2luririariariiaiiiiTiaiiiiririiii Fifiiiiiiiiil" Road, " the - tightroL l l the Chic-co & Northwestern 31:30.. 1'iii'iiihi,' t a two (2) foot tfa (18) foothtsid.d1 culvert.“ ()toct srtght (8) {new onetoottlu'ee inches (lam, bottom three feet six (8'4”). con- tdning ttve and te'trdg (5.8) cubic ' mm ed integral with culvert. u 815.00 cubic yuan" _ cmmNtrte iFi"Tiridr'w TiiiGEt Fiii iii, put-5' 35.937? iiii.ii.ibif iiii.i , concrete when bro hundred foetrhe 246) feet long. inside dimension two (we: high _ three {3) feet wide, “dwells Ma tltt', (8) duck. bot- tomeix(6)inch. be. how ,pukveyoine- virtVitoirde_ti+ti.sdo.fyn1d “hedged rgthNihd"drNgt'1tft,'lt,'t, cream forum” (tnirtehtiiepipe,.esttat eighty-two and three-tenth e23) cubic ”his. complete .conerete culvert. one hundred ht " ) feet long, in- side dimensions two (2) feet three (8) feet wide. sidewalk and ttet t (8 inehee. We: pix M) highs. 1oeatyd, let 86, Bloek ' Bevinie High: containing sixty and “band:- (60.6) bie Ms; eon- uructed complete at $15.00 per cubic tWtr_eWt-.tt_._W_.t__"-. ‘uqum‘ M of Humbug: binder pom fire wen-cut connections In Green Ba Bond " Roger KNEW _ Assume. .11!th Plum -- “no. Ed mhole combbeadjutedto where-loam using asterisk than” to that used in nal construct- . "istitw curb m Road, ro- wan to ,-atEktt_estir eatettharht a Brod- view _ mtegtti 2x' Carton! Place. of bank- hcnhohh "mttofaaideatetsb-in .utpmp- er tr.miucys4sArrttnte a man Its) an pipe eon- Wine .00 -'C-...'._........'..d...' ...;If .". and... tues, to be ttlad with ' as} 'argl,".: and .titythw min pa . up“! ee tePett m"irccc-c-ia-ccs: uncles. mmwumfi-m‘u foursome!!! “them hemp“ brmhrmeoforwtt jut Mutt two (2) put: "all!" ”put-fun! 'g,',h2l"aQ. the n,'Pat2tttg, funnel)“ treeotttpqsedttrmthme two It) ,Porthndee- 'rgMtlPLt,2u'qts"grli madca- estrsputrtte; ,etthaatBeimt ton-ha ttettg'tthlrttt'tusdti' m,” mun'nO mum.“ {that ""'ttuu, walnut-1:806 " nun foot A1turrtNierrr-attaatdi'tqttte townsh- hguid the new m‘wmmwum... math: te/ttPd .- 'thu'ua- of six per chum-46 , of the out of my inpmomt.... Mn; 'h"alllf".llfl cost dr sim' PR0P0BED dd'GifTiiiii' "WEE-En 11:66.";‘Eé . 515d?! detFrttoueht-iwfthyrutar_M) -- eoaerytes1nb i'rt'ii."'iiiri1iiiraurd duh ' iiiiiiTiii'k "' an my a- a 4313:“ thut'ld all of Wu“ unua iiqteeUirt the sleet!- o.r. " “4:22:33: HEADWALLS - - __._.__, Ill (5%) (at ho may“ 1 .85 par thr. t feat, - up pun-not Lice) ttte-tr, eon- r Bond 'lt Bogu- ( . r Place. ”mt with (on! (4) of Bil-m ( Ind: a]. tte, i) gang”, to“ I . icy-all. oun- will!“ their-r-t 'AT8G"i? a P ttsu'.' Bond of is -tirri-qmi't .7, AUGUST I, Ft -ildiiro4 m $001,000.00. was”; may "Na' use.» 16,082.31 ”Mani 1m 1M.“ 720-. 1,875.00; 1m a; 150.00 87.15 troto 15..