Decatur Democrat, Volume 50, Number 3, Decatur, Adams County, 22 March 1906 — Page 6

Macadam Road Reports lOonunuec frcra. Fag* Tnrt* •uftKien’ notioe then the etmtoffiotor BUbll remove the t®n>e it if »-rpr**f iv anderetooc rex’ whet. the time ©ctm*. tor accepting tbt rone the contractor eba have the fine drame in gooc eondnioi asc ehfc have scrapeC W foe alow mjc ievejeC the entire road anc have 11 all reepectt complieti witi tre epeC-tiont ione ; PAYMENTS All par menu for said improve-1 men: will be paid lor in ,l aet at 'he ' treaeuier f oftioe IE the City Os De tmiur Indiana or estitnasee made | by the engineer cor : yin? 41 ' reepecu with the acu _ tne Goner aJ Assembly o the Htate of Inc anti | ajrprovec Marot fc, ir.s gpß ESTIMATES Tota- jenngt of pre posed’ improve . mem. 5,300 feet or ,Bfe tniie JKo yarof stone for rued 1 4‘ he> yardt stone tor approaohet at | bridge 6( * Tuta. No. yarns stone 1 .32* 1,527 yards stone at 81.15' for • attune if. 75' 1,527 yards stone at 4&c for han. > ing ML1.627 yarns stone at 15c for ’ spreading tt'2S .7 Grading t ” Heltf anc connections 85' .Gt - Bring' and abutments VL. Total es’imated coat of construe-| ♦ion *3 485 «tAl of whiot is res oectfn’py sot | xnrtec Un. Anderson. D. 1> Haw baser, T Viewers j L L. baumgartner irosiix- I - bubscritiec arc sworn to befofo me tnistne 22nd of February. 180*' C .>. Hewr n Auditor j VIEW EKS EEPOET OF THE GIaEVA EYL.ON AND w-- I .t- t v v VADAM ROAD EX NOJL T(j the Honors bie Board o' Cote | misspjners of Adams oounty. Inc: ana V. t. the undersigned viewers at engineer e ;»> tet by ycur Bono? > a Die Boarc m the February term ; IWbt and in pirsuanoe to the wi-L ) in order of s»»id petition wonk I most ro'-jec • t... < an'wit the 10l , lowing ro ?r 111 tjursuanC' tv said orders wr V V Buee master aid < E Blinger at. ~ie vers anc L. L. Baum gartner ip e- gh.tr- m t at th oftioe of J N Velv i_ Geneva AC atns oountv Indiana and a'ter p i .ng cufy s®- rr as prescribed by I jaw. we jsrec eatd t examine la. r ■out and stir gbtet said road a ! ■dowe oy tbit j>-it of our rejxir j which is tbuti' V exhibit “A ent I wmeh sb' l ® ► “fie rouse o' the ’>r p-jsed ruC Alec a profile sht wing the grad I es said road as ■ stebiiehed ant I showing cure and Lite aiso >oca | ton of drains auu_«ewers ea.c';c-. me is marked exhio’t B’. th* ; seme being on file in the ftioe j the oounty auditor We further find tha* the i>rc power | im-woveruent n accordance will 1 the lane and sjifcifioations herei set itirtfc would oe of public bench ; and utility We further find n» oh. .ins so: j damages o’ anv kind whatever We 'urtbw estimate the oust c | the proposed mj<rovement to b- I eight tnoasand three As X’3.<K j hollars Description of fFeneva. Gey tor it it a been townefa-p extension Nt [ 8. Commencing at the eoutheMi corner of jot 12G in the town of Ge ' neva Inaiana at the center oil Railroad street, running theno Mil on bnaokly street to Hale > etrees tbenoe n>-rtt on Hate stree ; «o tht center of Line street thentc rest on Line str» e- and tne center J of eectionj: wenty eight '2' to the mrineurt corner of the southwest onarter of section twenty -eight 2s j tttenoe south on the naif section i ftne to the southwest O'wr of the I north half of the aouthweei quarter | of Abe northeast quarter of section { thirty three (33 thence east eigutr j <tt’) rode to tne southeast corner I of th> nogtb half of the north* ee> i quarter cf the northeast quarter vi section thirty tfaiee thence eotPh to the aouthwem corner of I the nor J head quarter of the north | «oat quarter; thence east of the S iutb'jar! corner of the northeast j qoorser of rhe northeast quarter of' section thirty three (83); thence south on the Xoe between seotione thirty three 33) and thirty four 34 to tne iou-heest comet of aec - < n tfairtv ifarse 33., or to tl* runty line be ween Adaxua and say eecispfct a.« there to tenuis - > JgR «•

{ ite the etme being about epee ix meth nJ! the above being in towuehn twentv iive 27 north range fourteen 1-4 east BPADW AY. JHEADI ETC Tne roadwavmnat be ciear of ' all ienoee. tree* etutnf«. J Jge and ui ruDL’iHl. o Iwnateoever tmturr it may &e AL etunpe must ue grubbed or □tasted out flB orame oi on grace Tne right-oi way eiia. tie forty 40. leet in widtn NOTICE All oartiee aieng raid road from rtation lb to 71 plm- s'. except' one gave their consent to the viewers anc engineer for the er>n iractor if neoeeaary. U> have ar ao ■ ditiuna twt '7 leet of ngnt way m eaot aide of grace in order u w ure uirt to waxe graoe at sfiowi jun profile The one exßfPted rw j nut seen but it it believed that he will ateo give hit consent sc Hk sami a»w ~ If at any time during the cn istruotion of. or before the tea act* ptanoe of the same the graue should settle tne contractor efiul i LI. a ue press ions and restore th-, same tc tne ongma. tqieeifiaatiope j Use grade shall be o* the double track system and of a unifoln width of twenty-six 2t feet iron enouiner to shoulder with a sic it? Io: tour 4 inches from center to ether side =*l* ■ Tne eut-grade ena.. be robed by the contra'tor at such ‘imee anc j piace* as ”iay be deemed neoeesar? jy the st :<erinsentient or engine*with a roiier of not lew than eix - tone weignt before routing any ' one thereon. The roadbed shal be made ir a emuuth and worxmaniike man . ner anc inspected anc accepted in l foot ewctiont belore any ma ena. te piaoed there jn Grade and line staxee set oy the • lemgmeer and deatroyed ny con I ! tractor through negligence wih tx < aet again at the contractor e ex ’ ’panae DRAINS Tne side orams ehn be cut not id* tnan eigntwn ,1« inchw ueiov the hip cf tne graue said drains t je cuustruciec m a neat and work I naruxe manner with Btifbcienr fai ind outlet rc tumvey al: water tne I may aceumiuiase tnerein from uuii I ngnwey. At the intersection of «tre>et wit. j aid road at station four 4 auerI xu>l. be piaoed on eaen eiue in hot j >m us Blue Uraine a six p inci ‘ *m iron pipe tbirty-eight 3t foe , ung purafie. with said road I Tnere shah be placed acroee grade . -tution 71 piue 5V a If men cue ; run sewer pipe twenty-six 2( ft>e I ung and at station a 10 mc.‘ ' last iron ae .-er pipe twenty-six 2f | eet long. At station Al pi« 32 tie •ontractor enll furnish ball giaztx ’ ewer tike the same eixe ue tnotsiready m and lengtnen said drair to twenty-eix 26 ioet WELLS. Tnere sha. be wept a* thairing place® on each side of the ■--rade; _ At station 4 2 wells At etaton lb 2 welis At station b*. 2 wells. At station 101 pius 60, 2 weitf. At station 115. 2 welie Baid well® tc be built of the bee ; aard burned bri'. x ieid fiat wise unr :eo extend to eigntex-n > mebet ueiow the bottom of tne tile ant ■ net wa'led to tne tsuiface of th I ioe rams Baid brick in said weLe tc be iait !ip m mortar composed of one 1 ; part Brunson e Pori tend cement i nd two 7 parts of eiean shur; ■and baid well® so be not jeer i Ban two 2 feet m ciameter ant j-chec at the top so as to reoeivt ; m eighteen meh oust iron grut i I -ecureiy fastened thereon bait I veils to le connected up with th- I j r iie crams, the contractor tc forms! . -.11 Hie for ounneutrons, no tiie to b> j smaller than tha* already m BRIDGES AND CTLVEETB. A t Biation ‘ .engthen the cu i vert ciieady m to twenty-six 26 I feet At station 121 plus 3t jengh les the a batmen is a .ready m fc J eighteen Ir feet and add a:x (6, ' inches on up end add rose four 4 wings, each four 4 feet long Said pxxene’onr to be uegun at the sums depth of the abutments a'readv in >n these abutment® aha) be p.uoec jan iron bridge b feet jong and 16 . 'eet roadway according to ntene and i specifications hereto attached BULKHEADS At each end of the cast iron sew *er there eha U be coueructec j bu.kneade oompueed of one 1. pari j Bronson's Portland oement one T. , part clean sharp sand and two ? ' parte crushed stone: all parts of | said atone that will not pass through a two 2 inch ring eba.. ’ not be used m aaid concrete AU bulkheads shall commence eighteen ,le*) me bee below the pipe and sxtend six (8) mebee above the surface of the atone on road bed. and shall be twent* -2C, inches !■ thick and ex'end eighteen IF. in - ebee on each r.de of pipe

Tnere shall aisc w cm«mo*ed trc xheaae as atipuiasec auove on rwet end c eewer dram at static® 66 pins 32 .’RUfHEI- ST ‘NE EINI-. ET Toe crujro-i sront sm.l - w an the eut-graoe or roue bee sc a width ofter 10 in ones anc tc a depth c terr 10 mcne* it tne r>ter and eigt!- K mcues or the* sides said stone ens. be placed or east and north siae of road gratis leavings snaoe of three 1 fee" be tweer tiic eae- sbouiue- o: tne grade and edge of stone piaoec mere on except from etatiun L. to but crus net stone ehr-i be piaoec tc a width . ‘ twenty 2C iee‘. the tner 11 teet or eacr side trem center of grade anc tc a depth of twe ve 12 inches ir censer anc ter r mcxies or the sides the up per cur 4 menes o' all aid orußtaec stone ehnL be compaeeu of screen inge. In tne portion of road between stat.me 12 tine 3s the mereria airtmuy ox grace may be left there and utilized tr the conerruotijE o' saic road except from mat portior □f sale roadbed which will nave tc be i . wearec as shewn ox pi file c said road, from this peril or the materia: gavel and cnsaei store goal, bs removec to permit -niimg of grade ani. the same may then ugair be placed on the roac bed anc utilizec in the constructior of said roau except aisc from sta non tc 11 the cruehec stone ehal be placed tc a width of tws ve _7 fe* t ma; is eix f teet or ea-i aide iron, oente- of grade and tc a depth cf -we ve 12 inches tr een e» anc ter 1C incites or tne siues tbs upper four - inches of salt stone tc be composed c: screening* Al. material tc be placed on grade tn t neat and workmanlike mar [ner. *Tbewtoue t< ce graced ir be-ure fina. acceptance Al stone tc be »' cruaned that a ’ least rt peroer- will uass tnjougi i i two 2 -net ring Wnere atom I are unloaded all the coarser nar icies shall be rakec to the bottom j jf graoe Bait Btone tc oe equa. tc the pro iucts of the Linn Grove quarries At points vnere road eroeseirobes the dirt track ana: be stone' forty 4i teet or eacu side BTLPULATIONfc The wore as it progresses wij ► aiu out by tne enigneer anc satkev -.et cy him mnat be preserved The materials fcr the various ir □r-uvements ehal. be or the grounr it piaoe of improvement oefore the ia materia s are removec Tne board of county commission ire. the engineer anc the euperti -enaer: reserve the rignt tc mepe" "tie materials used |and cunoem he same if necessary and al. mt seriate thus condemned shal. be re coved from the tne right-cf way ind not usee at ary time in ths ■onstruotion o' the improvement Corner stones tan a. marks etc. , uust be reepeuted by tne contractus ; while making said imp:ovament I > expressly under?r c i thu* i 'he c. ' actor is not compeliec tr urooe hi s__. cu;verte. tiie bridges grade or ap - -.met at any private ane. '-ro«*>mg ruad etc,, or if ary j enoe pust or similar matter tiiaiJ nay t* w:tinr the limit of right *-f war of the proposed improve ■ men; is not removed by the partis* o wbum they Delong after naving iaC sufficient notice, ther the cur rector shall remove the same Telephone companies whe own me? along the route of said in. prcvenient ebai. remove puiet tc the eage o' rght-of way It is ex press-y understood t harden the time comes for accepting .be road., toe contractor shail nave he side drains in gaud condi nor ind shell nave saraped m the ston*vnd levejed th* entire road, anc ■ -hai. nave, ir a respects ccmpuec j with the epectfications PAYMENTS AL payments lor said improv? ment will be paid for tn cash at ths treasurer e office m the city of De aatur, Adame oounty. Indiana or estimats* mane oy the engineer oomp’ymg mt:, respects with the Acts of the Genera. Assembly o' the state of Indiana, approvec March - li»05. ESTIMATES. Totsi length of pre;eosed itnjirovt I ment is 14,282 feet, or 2.7 miles No. yards of crushed stone for road 4,550. No. yards of crushed stone for approaches 150. Tota.' No. of yards crushed stone 4.700. 4.700 yards of stone at fl. 15 for stone <£ .405.00. 4 700_ky ar de of stone at 18? for hauling 3-83.00. 4.700 yards of stone at 15c for spreading 8705 90. Grading 8600.00. Welte and conneotone 1100.00. Sewers and bu.kheade 1100.00. B-tdge and repair of art bee 82-90 00. Total estimated oust us proposed , improvement! 8-.003.00. I All o' which ib respectfully sub mitted. C. I Bellinger, < Beckmaster ▼wwera

x., x. ottuiugartner Eingineer Bubseribec anti sworn tc before mt tms -rot 2>st aay of Fenrnnry i U( „. C D Lewton Auditor Xt’E't PLEASAK” MILLS KA AD Ail w JKuAI EXTEa?roS. 50-l ■ -r o uh HoD j ’r*bH Board of C ndiuissionerr 0. AQitiii*- uoaaiy. inaiac ■Wo. tot üBaersKBOC Viewers an- engineer. ■ appoicsec w your flonorai.lt Buarc. a. i»e . reoruarv win.. 1*» and w pursuance to uh ■ willin' uraeru* sun neTiritiL. wt>un. specifuir *u didi tnt fuiiawwii repcr. It. pursuMDUt* CD *aid craert- we. D • Dib mg Henrr Walit viewen* aoc xBaumjiartiK-:. h- ewrmt«. me: .tar _aug--i io’* - ofticE. il Decawi. iDtiiMDM. anc tUte’’ ; iiu. uniTSwoTD.ab'pr’escritted Oy -amißt IM', am nnc «rruizfiiex i «LOWL DV IDE' »BT'- TfcpOT W»J - immedexiLiDiT “A am wiiieto repor: bdw | tiit- tour- oi uc uroDoeec sobd A is- to TMDfi* Mowinr trn praut O S&2roat a-t-siatidiaiipc anc snowing ••onis nn j tilts ai«< loecnon " -nLD- anc saic ! DTOliit i' maTk’t*u t'XDlDro ”L» tfif .bikllit btoiue or tin ii tm- ofiiet- of count? auaitor vv y- tun iiia* ii* jMCvoaf ci im pre• f i uicet in accoroanct win piaiiiaUiL- aprcriaO’ ; lions iiereu wei torxx mouic bt o pntMi 1 Denetu anc utiirr? "We tmd »c taimt ior c 4 j any ime whatever TVt lurtDP’f-stnnait iiK cosi of rtm pro- ■ Dcwec urproveinerro i-« ’.nref inousaiw | ÜBBBf nunc rec anc tweiJTy-iive l .kar- am i cizniy-tcret- cenw Descript ion of Wes: I’ieasan: Mills Maeaaau Rose Extension No. 1. Cominec:ii- a: uh corner o J weu. , i u->i rweDTv-bv*-lowildu rwenty-seveE ■ E4STU. TaiiECaiourieeD )-■ ees: in Anam*j hii-itit? ■ Milana, tnenet running n* i a«jß?r anc over tm dudli nurnwaj or e i-nwiisnu -uh- Between lift town snip- Wfe Dllcxoi anc & Maryb. m »lic Aaanit e ’ »- I r-,~ tnnmT... anc i- tilt soutneasi corn* • o saideecuon twenty Pvt. wwfisnzp anc ’f up ai sate, bunuteasi corner of aaic eectior we. ’:-8-pv« k» aisiant* ol 532- feet or -.00 anc tnert w tenuiDate. Tat >FTift?- r ; aaic. roan it 532-. feel, or 1.1 X" I Loacwav Grades. Etc. Tn- roaaira- n>us: clear o' ... ten<*r I sSHznpb .a?- ant ail outer runDisi ol wfcaiso- ‘ > eve* nature it may ot A.. EtumpF sua Dt-fTuboet or blasted eu’ ; 2L cram- ?• on craat Tn* ricni o* way sLai. *e forty •4'.’ leet in i If a* am mw* aurinp tne ••onsTrufft-ioi. of ; ? o--Gui or* tu- tmu aceepnanut of ti»t same ' 11»*-rraae snouid aettie tie con Iran or stiai 1 It. a. aeLresgionr anc TCSlort tn+ samt tv j ■ tie oripnia specit /auonE, r’-d'.if sna- tc im double tr» , fret. MDG of *; un'torn. wiaw of t went?u?* j I fee - iron snomoeru»anouider. win a eiope j i o' tour »4 niece- from center u eitfier side ; Tue sut-rrack-«iaL r* rolled by tn* *of | tntnof at sum uaares anc piaoei- may bt j j u-emec n*--'essa.rr by tne puneruitendeni or ’ j -ur id ver. witn a roller of not less than mix <’ i I xdqe it WTignt. Before ptaeinc stone tbereor j Tt>e roadbed atoal ta mao* il a smootf anc . worKin.iL ik*-r aimer anc inspected anc a' i -aeptet ir 10u too: sertio« belore any mu ; tena. it placet mereon ■ f rruuec line suuret set by tn* crurme*-? anc ' ak*stroy*-c r?y tne contracts inrougf nepl-- i : jenc* ■wii. tie set affair at the contractor> ' • -'xpeiist-. Drains 7toe -.a* Grainss&al :»e cur d*’’ tees *dmi i j-iffibieec *• ,mcirt» beiow tne bip of ’ M I Al; drams Wt* constructed in a neat and! ! wwrknsamiae mauD*-Y wjtb sufficient fabanc : | ouue: v carry al tne water luh: may «seu- > | niuiau tuerein arc rexaove tat e»amt Iron I I uisrDwax . Ir- sLii’rJi. I' piu- Z: w ~ plus X* there j j mil! he construrtec a 4-inct tiie amir tm ■ I wesi siae o! rruav or road Dec. laid v rraae i j iemaalter Civet, bj engineer | ArM piu* * tber* ebai. toe laid across 1 | irrade a stnur o' 4 net tiie mvnes iun£ ; A- statjoi S.‘tnere snal o*- iaic acrot- ; • «rrade t • -u £ pipe mcbcc »<»de I saic pfpt«tuL ue laid u aepti ol side drains I Wdfe. i Tnen Baal m we - nuiit at the foliowtnp j ptotoes I A: statioi ’ pius Si. l weiis. “ 4 pub st. x weiib. *• i< plus A, x wells r pint %. 2 webs *' » pins ML I - weii£ * pirn 2t - weiM. •' a» plus tfb ~ wal>€ At BTauom where twe weht are indicated I ther- feuai oe one weli piaoec toe each siae ol the grant aa.c well* U :> oulit of id- beat naro- I tnirnec brict. iaic fiat-wist anc u- extend It ; incut* otio* tnt bottom of ttot tn* anc walled u_ mt surface of tiie Mine araint buic wens x j oe no' jess Wan two ci feet in diameter and ar cnec at top s< B7 u reeeiwt at riputeec lie met grate, secure y lautened I ttoeretHcb<ic OTjcfe in Bftic wells to ot iaid up in mortar couipußec oi BTunsot s Pornanc uemeat one N yart.and cteat snarp sand two | pane Al! welie tc w conuectec uj witL xiie atreaoy u. aoc the contractor sua: all tiie lor MxmeeUML uric tiit U» oe nc smaller iua Wot aireafcj m. Tne contractor M»a< repai’ ai oaiDazes ttiat t*e may tc tne o ranis aireaoy in «uot of Bulkheads Al each »-uc of cu®t-iroi; sewer pi pt mere sba t* oulaneaafc cuuiposec of one pan Br-mtHJi >• pjruanc »-eiuent. olh- par* Cieti >tM»rp «aiic ux<( tw< pane cruau-c stotM-e: a: pans of laid tetoue ma: will do: pas rproujrL a iwv-i&eij nuy fua not toe u»ec Lu sait eoDcrett Al. DiiiKbeadF snai comtoeLce eighteen 1 s mciies oeiow tne/pipe anc extenc s-x rD' oefr uoc»v* mt surface of tne stout ol • uuimu. tiiH sfia te bftt*r iIL iDCiie*-tHi'b. anc ex- ( wuc tigbietL ’lb mctief or eacL side of I P pc Bridge The p-iOjrt f suitior. 21 ptu? •»’ snail b* repa tree by fromTatetcrr oy di» ju>' mereot ’ eigot <“ si: incii I oeame- eact tniriy -5» teet lot • hoc re-p ans n** aaa>* with c - jd<<. uai. paaUK. bai€ puuia te ut uew . Aimc- it reiiinr in same oriCKt i Aisbt-A mt abutment* of saic Oriole four «4i leetfntft tbe tootum o* su’2 auu; uierm except tut uurtuweßt wipe widen j exienc five fb leet These snal: :m- burot up vertical!t. ' Il uoniiwes: witur ttoereafaan be placed at the bottom of ttot i»ioe draw ar e-ioet; sewer j tile. taaiQ extensions stoall ooi:l.»rtL il ax re•pecU u» the abutfneuts already it j Th*- roptract'»r enali pain: «ud bridge w.ti ’ two coats of <ood tuetalHc paint eoiut rec , or biaca. Crushed Swu?, Kind. Etc Tin- CTUM.H' S’ m Shb ’J» (,•>.-«« n r , (.uro lex 1 leet at 1 tt< s oep’t of st ')*■ itieTO-s lx o-nisrssi ei* t it- iuei*« jx <xo«*. auc stari ot piaoeo <<n -;o» of rottlt-c r spsee o» tßiv* <S) laet berwwt the earn «k.-i ,oe- of IH- grao* OSO ilrtt SUAH pta CM. 1h ret* Tw upper four rt itches of 50... etom tc ft -ew pesos et a- -ees ari

AHtaweri. one workiuanffltt mauuer■roestone u « praOee h> *»’ eepiauct I I mol. rtaF . ! At spprouces tc hrtfav ts sunn-. »• *" ’ eaeusidt j WflOT e iw K I partiele- -.nab Oe raAec. to U«e -,XIC stone to ** OM“*' to ' P roducl 01 y ,' n ,, Qrov, or liecatur ouarriet Stipulations Tn< worn >t piopvooee- *il *'*■' | tibeenjtin.er. andauu-eeaet by bttx a ■ , preserved meTw S’ J ti» j “ro <” c maters »-• ! yeniowd. t k rd o* ComtniFMoners thr engineer anc not 1E cow®* provementCorner » t.Lrouesiitl' I respeuiei toy tne contra-. I j the salt «nprosen,«n ' ft is expressly understood that tb *, t * nt T?r j tor »nat compelled t< un’. fW. c* ver. briares or approa; '«* *• * r J 7* , . -r.-sniE Tu/ML etc., and 1. art. let o• 1 ”/ b re n. ny tne%rty U> *-■ ;a Ue-y »- leal: after taw sufficient nouee. xueu eoutractor ahull remove the aau.e. It a. expressly unOeratood ’’.ar woec 'l* tine -..we, tor accept IPX ’!•* • '** tractorsua: nave the sioe fira.n. ■■ - I uioL ai.c-uai.uaie»-r»l* -«• • t ‘ t ’““ ■ anc leveled tneentin r.*c anC has -n a re I speewcomplied with the spe-:heu.ioM Pa emeu to. A, paymet, s for said intproveir.enrs :. .* I paicforn coat at the .'reusurer- oft-c m I the City of Decatur. Indiana- on estimates mad. to tiie eusruiee’ cowpiym? m a re j»ecß«ftrtti. toe Acte of tin ‘ .enera. A-s-n I biy of the Stale ol Indiana, approved March I . - 11*®, Esi mates Total iensrth of proposed improvement. i aito f«et or Ip über yards stone for road approto bt* ’* Totai I . 153* vds. stone ai f 1.15 lor ston*- ./■ I lisas ■ ■■ .£> u.r hau.inE 1* *' - •• »• 15 for spreadina -&. •< | Grading tw Si j Welte anti connection* — J r < S*wer and buikbeaQ*- . , I i teepair o? bridge anc abutmente Total *-■*- •« j i A of which reapeczfully submitted. D. J DILLING HENEY WAELE V lowers, L L. BAUMGARTNEK. Engineer. >uhßcribed’and sw -n t before me tbit ? 22c du? of February. I** <• D. LE'VTOX. A udilor, DKrSHW.iOD COLLEGE MACADAM D 11UA1 EXTEXr-JUA So, 1 ! To the Honorable Board of Commissioners of Adams. County. Indiana Wt. me undersigned viewers- and eDEineer. apjMiimed by yoor Honorable Bo»rd at the February tern.. I**.. anc in pursuance to the w::mr r rde? of said pexitk.'ii. w uid mot re* , speedu.'y submit the l<«b<.’Wiiig report: In pursuanc* U saic order, we W alter L ' TiiornDii. anc James Foreman, ue viewers. ! anc L L Haumgaru er. a* engineer, me: at be office of r Butcher, .n Geneva. Adams county. Indiana, and alter being dmv sworn. b> prrscribec byiu-w. we proceeded to eii amine. lay out and craighsen r»aid road, as shown by that pan of out r* port, which is i maaKed eihitrii A tua whieb sti. ws the ! route oi the proposed improvement. Ateoa profile showing the grade of said rcMic at esLaunsbec anc “cots and g ’ a.t»u incaiion of Grains and sewers: said profile is marsed exaibit ‘ H. the Batne rie- | ing ol tiie in the office of County Auditor: We lurther find that tut propose .mprove- . ment. ii accordance with me plans moo 4peotuaTiotiE herein set lont would be of pub--1 nv ben* fit ano ninny We funner fine no claims for damages of any kind whatewtr. i We f urther eetimaae the cost of tbe prop'.»seu improvement to be Tmnv-niue hoc j ared ana ttiirty-sis RWHfi.OO do.,ars. Description of the Brushwood Coliege Eitension Na 1. | C-emmenem? at tie southeast comer of tne nonneast quarter ol seetioL twenty-six » urwnafiip twenty-five :25.. range thirtera s 15 east ir-Adams c-»unt.j Mate of Indiana. ' running ’hence north b the northeast cor- : ney al the southeast i.uarter of aertior. xwenI ty-inroe i2j,. il sate township twenty-five north, ranee tnirteen east, anc mere ; terminaie. . The aame being feet in length. Eoaawßv. Grade. Etc. Th- ruocwn musT be clear of x J lences. | i true,, etumpt,. iug* ana ail ocher rubbish of I i maw™ urn ur» ii may be, ! Al: stumpt must tw grubbed or biasrod out I I IE era IE. or ox grade. The right o! w«y istaal; be firry 4> feet in I I width. 1 : LI at aty t.me during the const ruction of <c before :ue fina. a ■erptau te . f the same, I tuv fthQ> sii Lii settle, the oopTraci- r shall h<- a- Uoprtwiup. auc restore the same to • tne otigißai ape ideation,. . I ™ Foe Erade'sha.. be of a lux ’orn. width o t wenty-tax x teet fn-iu shoulder to Sbuuioe: with «-,<>pe if four < .mues irom I center to either Mice, I The sub-grade shal be r-.Xi by the eoni tractor at such times auo p ace- as may be I deemed necessary by the eus-ei uu-ndeut or _ engineer. w,th a ro.ler .f p,., les than six ■ urns tn weight, rofure p.,. iO g sUme . j LDtfFtirtll. T:< ruedueo ehal be mad* in a smooth and woratuan uro manner, sue i- inspected and i aeoepiM it. u.<> tee- *-. ~ss .. aa y , a tena. ahai; tie piaeec ibeie „ “X a Grade anc isr States *>e. by the etirneer anc destroyed by the contra.-tot through . ue«iifi*-uee. wih ue set again at the cuntracwt ¥■ * , .\peu‘<Drains i siat ’ drains shall be cut not less than telOW tbe ‘’‘P «f ui Ai drams io he constructed in a neat and I worsrmaullte manner, with sufficient fall anc outlet u, carry ail the water that raav accumulate therein and remove the sT.I from tae highway. same Atstation 2 there sha.l be a Xi inch cast.nru wwerpme. and at stat i. m » pi us M t her--st*: ta ., ucb east-iron sewer oXTuoro of tuese p,pe« to be itcieet .Jmg andTi enebenc of saic pipes tnere shat « ™ ttrurx tml* beaus compose of ™ n * 1 <»rf ncd remcm c r n« e- ai vuera mdc oue par, '•jeac, teharp smug, anfl twn f •i/ ‘L’ I ''shaii commence r.ruterr a.jotofe, bci RL.rface of Th*y*.'* B madded ano srL * ue tw'iriV ® in-ms uiicfi at* «. er tend e.rttaet TrroJ* e» wear* »id» w? p :w sx-wt is meh- «

7u*-re snal. oe a web ;.,a,e ( c ■g •t-r roue t<eo a' ata’K.t.s ft h , ■ “ / ; ro ,(«. side of etanot .. j., „ . U lir t.uilt Ilf the teal u arc .. ia,o fiatwiw anc to e>t. nc •t,. u'lb. tii- at. r. . , , th* side i-a : , f) . „ ■ ■ Ui 11 -auu mi.-iai t: ;. ... ; BmikkiOtJ f Purtteod h» , ■ ietit. HtiMrp MkDG »h*c u- o ’ r-- ID ditemeter ’t . v-epf ’Gt <»D* fl! bLMTxUI. 24 K >C... at 1 lee If. Cifciuet*” blc -l l ' revr vt aL lb- iL;i '■■ k’ >ccure-y fueueDec fbereuL. J Od T -t*e of Ftattoii 2; r• 6 s H , c i. 6 . u ' « t V ♦ > U-lO i K iDCtoet- . u ■ . •t* i* ttiai rruebfc* tt.t n>u. > ~ ' u 6D‘ bLall ?*> vto.itc u< iht * •<;\ grouDd- '1 <»!► wall tehu . tit- ► f.. ,/ ’-uM{ ***♦•: Hue* hlc bDh; ih -•! < - . vrete ub bpecifiec for tbe - , : ■- . dg* '-f the »ewer pipet a: ht glub sc. ’ Tne uuDirarvor utaii tMMe u; - » < . n emptier mu -.bt . 1 • I s.iuii- at btMtioL 254 piub n klc -. ‘■/ c - theHj e . Circle ’<■ the ue*.i Mt; l ; ■ -,e- fi* v »»i at tu.s oiati ■ « rent id baxi well. Tt»e ?outrartor Fbaii mis > ■ uecetoflary lor the pro;»er * - »- c . a .* a., tiie wellb. ‘ ° ns H i Cruhfied Stone. Kind. Etc The crusoed stone shsii : , . , . - /-k'rtiae or raadtoec u> t ; v ♦ l fv*-: id at is*.' feet or eact s._ • . j » »hC and Vj h oepti.; of 12 :i ;.. . i buo it .nvetb at tiiffi .sides. MB Tne upper’lour incbeF of - b c Cl . _. ■ -• ?■ ♦ -nn ■ l Ai. material lobe placed •*•.-• . I u!id woramM-DDiike riiaiiDe’ - “ “ eat ■ TueMoDeflbal be grtdec . * , H* a'-veptance. ' Aj ; some muni tje so cruFii*-- fc - E . ! ■< j»er'-eut wiii pasj- ttr-.f t . , a ' : | Where stone te unloaded t -e H Saia Mone to be e..uh v - ■ ,- ( h. . I L uo Grove GuarTteb. " r H Tbe wo*k it progr**st*-- v -a- - t •y :toe engineer and stu. ♦i ■ be preserved. “ JUSI i T»>e mauerja for th*- ... _ Lp » H j 'i.eLt* ‘tih ’ be f»r ttoe *r* . / t : - * 7ft e .-f S ”v. •• ei;t f =re ti.e :.t. - /. I moved •Jbe iH.-arc of ‘ >ULty • • - .. , h ■ , • -.r :--ei aic ’.ue ted*’?--- .. j • iie riufit u msjtecT the u at* - - SB '- ii 'iemr’h* saD.e :t r*< •*>-* .■ i t"® :♦’-.a - s xiLoerDii’. G >!ib T> .. M tn* ricin-of way anc do: tise: f ; ;XLt . „ K ; ■ j- ■ ‘ix’. r .iv: d«l of susC B|| i-’-uer -tones, !ax«d uurix *• _ K . res;►♦-■•'tea by tbe contract ’ v • , W mug improvement. i *o press y LDderstcrv -r t- ’ - ■ -w V . M | tor L»t C'.niipeoeG :■ piae< :t- t H| ! ■i-eris-.. bridge* or bproebe* l: ;rrmH | an*- '-rossing road etc. hi 4 ►' v‘ l M or s idliar macrer be w • -' r n ' ' ee ”ll . -way *’be ; - ; ® mer.t- if-Dot remv vec t»y Tht ;.a’- - - \ ; r. a M iiey iieioDE after lifcvrng L b .. .■- ■ ’Dec the contractor stih -• ■ ice H ■■ J: expreasiy understood ' •<* *<-t the wl : ■,* L-Div-ft.-r a-j-'-ei't .he-a. - -7. ■ :’a u r enai. buve The >sde g’-e-* - ..4 ■ i jLGI’.IOL MDC shall Lb'e > -<■. •■> .-' Le M and leveled the entire roi-c arc •»-•.*■ aj H| ’• f-pe -'• p-iea «:; I. the f > • x M Il ease tbe t< lepuone p - 2 L -_ H posed tnprovemvDT a-e with : :r. H toe ngtH-of-wgy ibeysht.; >*- •-• ve; sy :: r ■ « at- f-:» »ii as do: tic- ® tor. Payments. B A i pay mems lor said n.i - > 1/1 S t«e paic ft,y in cast ax: be 7 ■ it toe city c-f Heeatur. Indiarh • -Lr.ops » made by ti*e Enginer-v <xm 1 v: _- - . ■ pei-ts w:xb u»t Acts of tbe '.►*': -’. .-r :iy K ot tne -tare cf InciMLa. a; . - v M IWS. | Estimates I Lenr-t *pr -posed in.pr w- - • •• ' r ?t H 5 y ara* crus bed stone *.>r r t - .'-ys’CiH 1*1; yes at fl 25 for de r • 'x ’ ’<o B IMSycs at* fit' for bauuDc bti i,* '’.(»<*) B yd- ax * 15 for spreaaii ? 2*. ® B Gracing . * 115 09 B Welie... . ' ® ■ Sewers ml a heads * ’< tO B Total estimate . * $ B Al! of wLlcb te respectfu. y ’teL H Waiter LTi rtr .. | Jan tea Forex an Viewers ■ L. L. Baiixrgar; GFr Elgin* er. ■ Subscribed and sworn vo befor» Sih, ■ aay of Feb. ite*. I C. D. Lew; r Audiw. I

pETITIOK FOR MACADAM R< %D 3 State of IndiaEiu Adams couett To the ffcjcrd of Conkm:ssii»r* > 'Adams County. Indiana: i Wt. the undersigned peut.t-’» I whom are rea estate ewDer< *r •►**cen t 8 and voters of St. Marys towts' ; Adams | County. Indiana, do hert bt r* 5 ■*" 1 titjon your honorable body to • - - ’ bo be built crumbed stone roe. said |St Marys township on and ar ■ ■ t fc?owlon -ine from the DCrtbwes! ' ,tbe ~ on th west quarter of section t.tr * ' <D ’ I ‘•btp itwentj-seven (27) Dorth. - fifteen 15; east, sod county and state • t-r-'e n.Dnmg sou’beast on said road arc • £t n D J I at the state Hee. where Baid Pi and Fort sVa'ne road intersects wiib u.t JDfr ; I road. I Said proposed road to he r c ’ e trtcj and to be known as Tbe -6 I Fort a a' ne Macadam Road, ar | feet BKKIKT) QThe se r.d ’•••ad herewith r- . -.nail oomtnenbe at the town; Union and Sr. Marys townships st ' . west quarter of section four ■ , „ .K twenty seven (271 norib rancr ' - ; • a<r. in said county anc sis’* ' -,, thence south on the where the line road intersects » J., Creek township line road between r and St. Ma-vs t rwnshlps. there ' r,r ;L f * Said pr posed road -o be a d< system and t< be known - r.eaJiills macadam road and to be ' rcl THIRD The third road herewith shall commence ot the east e: r , ~ across the St Marys river; at ! ~M Ind.ana. being at the soutbea- r ; tr . 3 southeast fractional quarter n i-.'ok twenty <So’k townshiotwenty-ee'ri - ■ range fifteen 1.5 east. in si. Vorib state: rcnmnc thence seethes-: on::* lrw;n arterroad thr - ~g te and S and •£: and terminal:: f '. ’ -.eCJ line where the Irwin Carterra I with the state line road Said proposed road to be a d v _ B^ r system and to be know as the ir» macadam road, and to be forty feet rorRTH The fourth road herewith pet.t wft3 -hail commemw at thetowTisr r -t’ ■ Was hi net on and St Marys tow:- p AllerO f north west corner of the north*. - ‘.^ vfn section eighteen ISi. township twen ■S’- north, ranee fifteen 15 esst .he]ytyand stare; running soothe*'; p . - 5 1 S. cat nr and Willshire road throw the ; 3 21. *•• M and 35. and term ma i. . state line where the Decal >r abroad intersects with the s'at< t ; . t ,.c» Said proposed roaO to le * \ , . .»« system and to be kr>< wn as rhe ■* ■ r W ilshire macadam road and to be ‘ wide. FIFTH The fifth road herewith P* t j, t '*W-be fM * enemeoceat tbeWlUshirepi**»‘ pl w«»* lih mla section thirty «»e ;d **•< 11 y-seven «T) north, range l’£_ »»< caaety and rtata: ranW tha»»»