Decatur Democrat, Volume 46, Number 3, Decatur, Adams County, 27 March 1902 — Page 2

...Legal Advertising-... I STOCKHOLDERS ME! 3 ING The annual meeting of the s’« ckholdvr- of the German Building l.osn Fund atid Savings Association, ot Ih- .itut. i mil amt. will hr held at tin* "fli ’*' of th»* -<,.■»*♦ *tary of >a d association in tin* city of Decatur. Indiana, on J Monday. April 11. IVO.’ nt 7*"“ o’clock p. in., for thr election of eleven directors and for! i he t ran-.vrmn of such other hu -in* ** as may i be properly brought before said n.t« in ir . 3-3 F. M SCHIRMEVIIK. Si < ivtary. VOTLi-. or FINAL >E ITLESH NF OF LsIATE. Notice Is hereby gh<*n t<» the creditors, heirs and exa:*'e*oi .V-i'h Kern. <1 er cased. I o apt our hi the \d:r> * court, hel I at Decatur. Indiana, on the 12 h day of April. 1902. and show caif any. why the final ■'Cttlement accounts with t'.ie estate of said decedent shell Id nut be approved: and -aid heirs are notified to then and tie re make proof of heirship, and receive ihe.r disti illative shares. THOMAS 1) KERN. Admr. Decatur. Ind.. March *.2. i'.‘:r2. Mem man A Sutton Attys VOTICE OF FINAL SETTLEMENT OF -A ESTATE. Notice is hereby ven to the crrdito r > heirs and legatees nf Eiias KinF. de *ea*ed. to appear in the Adams circuit court. I.eh! at Decitur. Indiana, on the stn day of April. 1902. and show cause, it any, why the final settlement accounts with the estate of said decedent should not he approved; and said heirs are notified to t h» n and ’hen* n ake proof oi heirship, and receive their distributive shares. ( E. Bollinger. Extr. Merryman & Sutton. Attys Decatur. Ind.. March 14,1902. 2t2 /CINCINNATI RICHMOND A FT. WAYNE V Railroad company. Richmond. Indians. March 13,1902. The annual meeting of stock holders of the Cincinnat i. Richmond A Ft. Wayne Railroad Company w ill be held at the office of the company, in the city of Richmond. Indiana, on Thursday, April 3. 1902, at 10 o’clock a. m.. for the purpose ofelect’ng • deve»i directors and transacting such other business as may properly come before the meeing. 1-4 S. B LIGGETT. Secretary. yOTICE OF SALE OF REAL ESTATE. Notice is hereby gin n tli.it James fling administrator of the t<t ate /T.'’j 1 '- ' Urn Adam. ..'J,'. ' S'" Indiana, to the hlsl,e-t < nd i-M and a . ter April ■’>. 1."i2, z 4 -* 5 - / the foilow. z real < stat . to-w’t: The southwest quarter of the south-east quart* r. and the south-east quarter of the s<*uth-west quarter i f *-?ch< u twelve in township twentyseven, north of range fourteen east in Adams county, in the siale of Indiana, containing eighty acres, more or less. TERMS OF SALE One-th ri o' c.e purchase money to l>o paid cash in hand on ihe day of sale; one-third in 'ix m nth>: and one-third in twelve months from ’he day o' -ale. The deferred payments to bear six percent interest and to be secured by freehold and mortgage security. JAMES P. HALFLING. Admr. D. D. Heller, Att y. 32 I to NON-RITI DENT>. Ti e State oi Indans. County cf Adams, ss. In the Ad ims circuit court, February term. Lu;. Mai v Ann Klav. \ A bra tun; H hi *v. I t « i V > No. 0.412. Jacob Kneibs. j Christ an h m us*. I Ljzzh? Kneuss. ' It appealing from affidavit filed in the :G»»»ve eiiiithd < it' s, tbat Jacob Km'uw. < hrisHin Kneu-s mm L zr/c Kt>»* ‘s.th, aliove nxinvd defendants an m•. r -idem.- of the state of Indiana. Notice is th* r- f re hc»» iv _■ ven thesaid Jacob Krerss. ’ hrtsHa’i b.n-iss and l izzie Kiteus** that ilcy Ih* and aptear before the Honorable 'udret-f the Ad ; ms circuit Conn on the 12 h bay • f M<y. I • 2 tlwsameln*ing the 2Mh jurnl < al d*y of the next reguI rterri t‘.rv<»L t" Im* Imlden at the court house :n I be city of I’e‘atur. commencing on Monday, tin* .4 li day of April. A D. I?M2. and ].'«j*d by au-a'c* or demur to Mid* ••••mplalet. • rth satm will be beard and determined in their absence. Witt ess, my name uni t m s« al of fail court hen to affixed, this l‘th day of March. 2- ; “p Ei.'!::n John x. Clerk. Hy James !'• Haeffing, D puty. Merryman A /-uticn. A --ejs for I’i’tiff. VOncF ■J- HEARING OF DIT< II PI I’lTluN. In the matter of the petition of Wm Kerr No. 2. Notice Is hereby given tbn a petilon has been file I with the Auditor of Adam- County. 1 -tat© of Indiana, and viewer* have been ap pointed who have viewed »»nd reported said \ Irw. which Ison t'le in mv office Th* hearing of said petition upon its merit- will lie on Wednesday. April 9. 1902, lhe saim-lieing the third day of ti.e April Ku in. I>2. of ihe b »«rd <«f c itnmlsMoners of Adams county. Indian*. The prayer of Mid lM?tltion is that a dhcli l*e constructed on the following route, to-wit: Commencing at a point L.urthen 11 rods west of a point that is .jveiilv ’wo 72 rods south of the nortbeiis’corner of the west ha'f 1 of the northwest quarter of .section ninveen HI, township twentv-flve 25 north, range fifteen IS vast, in Adam« county. Indiana, running thence north fourteen degrees, west eighteen rods; thence north three degra s, west twelve rods; thence north twenty-seven degrees, east thirty rods; th»nce north thirtyeight degree-, west twenty-one rod«: thence north forty-five rods; thence north forty two degree*, emit three rods* thence vast eleven rods; thence north five degrees. Past thirty- ; lour rods: thence north flDv-fite degrees, vast twelve rods; thence north twenty riirht degrees, rust 12 rods: thence north forty degrees. vast thirty-six rotis: thence north 1 iw»mty one degrees,west twelve rods; tlieoce . north twenty-five rods; thence north twenty degrees, vast twenty-three rocs; thei.re north right <l<*«rees. twelve roti- thenev north fortv-fivv degrees, east twelve rtsl*; thence north eighteen degress, east forty-two rods; thence north twenty-nloedegrees. ra*t thirty rod*: tlivncr north thirty-th*er degrees, east forty-two rods; thence south elgbty-fivr degrees, cast rlghtvrr rod-; thence north srvvnty-flve degree*. vfl,t thirty-two rods: thence cast forty-wen ■ U nut] terminating tn the 1 arg** open dm in located and known as the Meyers ditch at a point eighteen feet south of a jM>int which is four hundred sixtytwo feet east of the north' ast vorn*'r of the northwest quarter of th*’ noiili« u«t quartier of sm'tion eighteen, township and rang* heretofore mentioned. Length of proposed drain is feet, passing through, also ufTecting the land* of Mary A Bryan. Mary B. Fravrl, George Rrcwleier, Wlllinrn Kerr. Jacob F. Knepper. John Walk er. Samuel Maurer, John Bucher and Jefferson township for the public highway. 1-3 ABE B< h 11, Auditor Adam* Co.

I I>FPo::T OF SALEM MACADAM ROAD. Description of the Salem Macadam Road. 1 Commencing Ui the center of the public highway on the towusitip Hue dividing the townships of Blue (’reek and St. Marys. Adams county. Indiana, at a point, about sixty-tive »>.’» r ds east of ihe northwest corner of section live, township twentv-slx 26 north, range lifteci' L'> east, or nt the point where vita I i* c. mmotiiy known as the Sa let*', road < russes said townsnip line, thence runi ning ia u soul het nly direction through scc--1 tion- live A eights >e\rnt»«*n 17. twenty 2', j twenty-nine 29 and thirty two .'{2, or along i the line of the route commonly know n as the ; Sa 'vm Houd ami t»*t t iina ting at the intersect on of the sanie ’ ith the Wagonet* Gravel Road at a point :il»out nine?y'.i” rotis east of the southwest corner of -.ection tliirtj-two 32 in t-»m nshipaad range aiun said. the same I being feet or'*.27 mile*. I i'o the honorable l>oar;l of County Coin- ! mi-sium r*. Adam* county. Indiana: i We the und r.-igned viewers and eng’neor 1 appoint* d I y’on r Honora bl • at the February »ern:. V.V2. and in pursuance to the w t hin order pro •• edvd I > lay out and make estimate* for an ’m pro veinent as prayed for in said I’etitiou would most r* spectfmly subm t ti e follow ing r» port. In pu»*uanc<‘ io aid order we C. X Neuensrhwandernnd Levi I*. Miller as \ a wmsand G E. M* Kean as engineer, met at the auditor’s oili v m the city of Decatur, Adams county. Indiana, and after h .ving been duly * v. »rn as prescribed by law we pnaieede It* view, examine, lay out and make estimates for said propos'd improvement as shown by that pari of ou»* n purt wh en exhibit shows a <1 scrip?ion of 'he rou e of the proposed road. Also a profile showing the grade of the said road as established und showing the cuts and fill*. als<> io ations • f bridges and culverts. >•< d profile s marked ‘•Exhibit B" the same i*dng on file in the office of the county surveyor. We further find that the construction of th,- proposed improvement in acc«»r -anee with the plans and specifications herein set forth would be of pub in benefit and uiillty We further rind no claim* for damages bt anv kind whatever. We furth<r estimate the cost of the proIMiscd improvement to be «IN>l2 25. ROADWAY. GRADE. ETC. The roadway must be clear of ail fences. De« *. * umps logs, and ail other rubbish, of whatever natu e It may lie. All stumps must l>e blasted or g»ubbed out. either in the drain* or on the grade. The rightofway shall be iortx* 40 feet in width. If at any time during the construction of the road o’* grade, on or before the final accept ance of’he game, the grade should settle, the cons rador shall fill all depressions caused lo the s» tiling thereof and restore the *ame to the grade indicated on the profile The grade shall be of the single track syar tern to t,e of a uniform width of twenty-fx^ r 24 feet from shoulder to shoulder, a -lope of four 4 inches from center tur either side. / The side dra’n* -hall Is* cut to,-Y depth of not less than Im . low the hip of t*e AH - u j n s to la* made fully outside of the drains shall be constructed in a teat ’'/•I workrnsnlike maun* r. with sufficient tall find outlet that they may carry all the water ’hat nmy accumulate therein and remove the same from the rightofway. The liottoms of th<- drains to be urobstrue’ed and coutinnous. The i,ubii -op* a du«*n now exis’ing from ••tai ion l'-l 33 to stat 'on 157 33 on west s»de of road shall be re excav-tc i and m v*d to the wc.-l so that the D»*arv<t edge of ihesanv wi i be no nearer than eighteen is teet from the cent rof the rightofway. Excavated car h to * e put in CH The grade of th' said drain sha’l b> rut bv tlw contractor to the depth heninaiter to b< estal lisbed bv th* eng river The roadb'd shall be mad- in ft sn;o th and worku anllke mitrn rand inspected emi accepted by the engineer ot the ro d in ZOiMfevt sections.’ betore anv materials ate p act d then on Grade ant! Hne stakes set hy ih° engineer anti destroxed through the negligence of tiecontractor wi Ibe set again at the contractor's expense. CKI SHED STONE, KIND. ETt. The crushed store shall be placed on rhe -ut> i grade or roadbed to a width of »we!ve 12 fee: and to a depth of ten 10 inches in the enter ‘ and eight * inches at <he sides The coarser particles to be pla ed on the grade and th* I same covered with a covering or layer f si peenings to a depth rs tw 2 < and m ! such a uiHimer that the meta. wi. oe placed in the center of t he sungra** All materials to he pin - :i. zra a ; neat and workmanlike n.s -r There shall be five.’yam- of s - - t c*d in each angle at the lnt < r— - with the Wagener gravel r -»«. 1 h»-subgrade shall ije i eu t*. * «? - ; tractor at such’line*en ’ deem* d noces-ary h» the* .* * -r - - ntendent w th a roller of t. c 'r in - x '.o”s we ght. before p:.» ii-.g t:. r . <_* tbt m tai. The B,trne sha’l be gra'e linan . r . d fore final a r« pt; n* e. All stone mi st la so crushed *o that at least eiginy SO per cent of ih-* coarser par’..*,--w II nas-through a two 2 Inch » ng Wneii u>e stone s iiiiloa .rd at the dump ' the cont rurUu- shall rake (he extr. me •< a r parti**.vs to tie* bottom. All st >ne rj.jst be so crushed that a l par-1 tides or product* are th- same as is uaua iv I prodiived bv a Gate* Gyratory Crusher an 1 j tola* placed ou the grade as heretofore mentioned. The stont* to be used shall be limestvnc and | v<iual io quality to the product- of the Blue ( reek quarries, or the quarrn- at Willshire. Ohio, now in operation. STONE. MASONRY. ET< All bulk hvads <»f tiling, etc., are t*> l>e xtructed of No. 1 limestone, none of which stiall be iv** than six Incites In tnicl.nes* »dd atone to be hid up with good Bronson Port and cement or its equivalent, and sand mortar merle in proportions of one I part cement tot wo 2 parts clean sharp sand l.ach layer or <*ours** to regular thh*k-n-ss and the W(>fk to la* bound "very other cour.-v and shall ex'end < n’lrelv acro*s. excent at the points<>f junrti ns with the tile Tiie ends of the til-on either -’de are to f « lai l In a *tone wall of sufficient kngth «o a< to* xtend eighteen ;* Inches on either *lde of Hr fUe. Sain heads at the ends of the tile to be two 2 feet thick and to cemm-nce below ’hefrtrzing point on so! d touuda’ion and at least eighteen 1" inches below the bottom of th** tile and to la* l uilt up >.s high as the roadbed or grade and to be coven*! with a coping that is at least six fi inches thick: said coping to extend three 3 inches over the wall except on the side next to the grade. Said coping to t>e one solid stone, and all masonry to be pointed up. At station 165 10 or the Blue Creek bridge.' the contractor shall complete the nonhwesi wing already atarred and he shall also take down the sooth abutment and coostruct a new one, wl»h eight*** n IS f IMlt f tce at top and eight ** foot wings, the same to lie built 12 feet high. said abutment to be three and one-half feet thick in lower five 5 feet and battered six 6 Inc he* in upper s.ven 7 feet. Coping to be the same thickness as that, on the north abutment. All old stone in the present abutment that are suitable to be u.*ed In the construction of the new masom v Said construction of masonry in this case subject to the same restrictions as above mentioned for fewer heads TILING. SEWER LOCATION. ETC. The tile Indicated In said Exhibit IL to be of the site mentioned and to be sound first quality, standard salt glazed vetrifie*! newer pipe laid across the grade nt right angles thereto and at such points as mentioned. J»aid tile to be placed to the proper depth so as tx> convey the water on either side of the grade. AH culvertr to tie twenty-six 2»i feet In length. At s'ation 0 plu* 20 feet al2 Inch sewer. At at nt ion 5 plus ’o feet al2 inch sewer At station 3* plus 40 feet a 15 Inch sewer. At station ’W pluN 4*» feet a i"» inch sewer. At station 93 plusoofeet a 12 inch aewvt. At station 101 plus (« feet a 12 Inch sewer At station 137 plus 2fi f et a 12 Inch sewer. At station 2:.4 plus 10 feet a24 inch sewer. At station 351 plus 20 feet a 12 inch sewer. \t piuM’jo tret a 12 Im h M*wrr. At station 2h* plus 2h 1«* t a 12 Inch s**w»*r. At station 270 plus 50 feet a 12 inch sewer At Station 2 »1 plus w» feet a 12 inch sewer. At station 34M plu* 25 feet a2l inch sewer. I At station 311 plus 5n feet a 12 Indi sewer At station 319 plus 10 feet a 12 indi s.-wer WELLF.CONSTRI CTJON. LOCATION. ET< Wells or Silt holes are tn be placed mi that the center of the same will be on the line of the right of way on either shiv. bald wells to be constructed of the tient hard burned brick laid fiatwise and tn extend eighteen 1* Inches Im*low the bottom of th** tile And walled to the surface. Raid wells to be not has than twoS feet In

d’.ameter at th * bottom smi arched at the top *o a-to rv’-eive an eighteen Ik meh vast grate. The contractor shall furnish all son or red tile needed to make the proper ex dteusiors or connect ions which shall not be • le«s than the outlei already in. . The contractor shall make a 11 neccs’erv exI ca vations and ail t ie shall be i'lac<*d to a - I proper depth to co npiet- iy drain the par 'i tivu ar points tor which rhe* are int n led. I 1 At stall n 1!»2 25 there shall be for-‘y U» 1* * t .I of fifteen 15 inch ami fifty .*0 feet ol ivn Id - inch tiling. At station 202 ‘M there shall bethlr’y rods . 1 of eight s meh tile, the same t • begin on th* i we*t side of the road ana run east to an open • drain. •; Th.* «b‘.\*e tilinc t>>* • pF-cod to a grndo t<» ' j be he r v*’f‘vr given by theeng’ne<‘r. then till'd P j to full dep h. •! At:,ta*ion 24 plus feet. 2 wells. I At sotlion ■ ‘ phis "U ’<•*•’. 2v.-I > i At sta"ou 116 pin* 7" feet. 2 wells, ' \? station 131 plus .;0 Het, 2 wells, j At *1 ation I’’2 plus 25 feet 2 wel *. • At *'ation 2>2 plus’JOl vet. 2 we I's ■j At -tat on 262 pl. s feet. 2 well*. ’ At station 27*. plusUO f« el. 2 well*. STIPULATIONS. ETC. The work a’it j'regresses will be laid out by. th** eng in er and stakes set by him must be preserved [ The cont r.ictor shall level down nil banks etc.. <*Hused bv putting in any bridge or culverts or cause 1 b» any ot . er agencies. The mater.al* for the improvements at the v inous p > nts shall !»•• on the site betore :he old mst- rials are r« mov' d. The Engineer arid Count** < ■ommls-ioners rv-'erve the right to inctense or diminish the labor, or th** amount of mater.als u ; e*l All such increase or r d ’ctions on mM nrial* med to he estimated by th* engineer for which the proper alluivauces will be made in th final settlement. It i'expressly understood that the engineer shall have the r*ght to make anv necessary changes whi n needed while pad propos’d improvement is u» der construm ion The Engine- r and County Commiss’o. vrs r -eive the right t > inspect the mater’ala use I wnd condemn the same If necessary H nd *ll marerid-so c ndemned shall be removed f rum tlie r ghtofwsy, an i not used at any time in ’he construction of the improvement All sewer pipe, bridge materia s etc . as Is u*ed in .‘ublic improvementa and are now a lo* g the line of the propose 1 improvement *hall lie* omv th** property of the township in wh’ch n is locale 1. unless othvrxv.se stipulated. Corner stones, land marks etc., shall be rvspci ted by the contractor whi.e making said impr ivemvnts It i* exp e**ly un lerstool that the contractor is not compelled to put in any tile. culve>ts. bridges, grades or approaches at any private lane crossing.- rC3d. ei-'.‘ ”liy >Hfiilar mat'er that m*x bv n'ltiTin the limits of the riahtofway of Uh pr 'posed improvement >s not removed by the pa rtx’ to whom they belong after having had sufficient notice then the contractor shall remove the same* Also all telephone companies own'ng or operating, or mainta ning any tines nr poles on or a’onx the line o r the proposed improve meat shall remove them to the uter e*ge of the righto’way and are nor to be near* r than one fiwit of siid right.<fway as laid out hy the engineer. * II ga« or o’l lines or ma 'n* owned or operat'd by any company ►hall lie lowered ot replaced in such a maimer that they will not interfere with the construction oi the proposed improvemert. PAYMENTS All payments for sa’d improvement* will bv paid for in Osh at tlie treasurer's offfee in the cit vof Decatur. cou* ty. Indiana, on estimates of the engineer, complying in all rv*p • t* with tb- act* of the General Assembly of the Sa** of Indiana, approved March 11.1901. Acu 1 K I. page 44'.». ESTIMATES ! s ect ! j*n 1 from station 0 tn s’ati-vi 10-5.60. L ngth of section is 1036 U leet or 2 mile*. Nn of vj- cf stone per mile 1760 N • of yards per s< tl >n 35*3» is2>'yd* < •'CcforM »nv . |2>lh an ■ 4 c for hauling .. 14’>00 I 520 yds lOcforspr adiiig. -152 ; Grad nz . .. . 325 00 Sewers and head- !<*; 00 I WeiS and connections 30 fiu j Total *5121 00 * * in 2 z : m -*;. on 1»’ /* •• • *t*m*.n 2D 2i Length of •* ■ t; is I'A-’ lv« l or 2 mile*. ‘No of yards <'f *rinc per . mile 1760 No f yen f ttoov y- r sec- | ti -n 's'vd- **'* f rr.e »M no j yi* -o haulir g 17*» on <-S*yd* ?.*■ spreading :J52 »o •r- ng ... 425 00 ' r- and h-ads X) nr, Wcllsand ronnectioos 60 0u Repair ng Blue Creek abut- . Re-«*xea* :it ;ng I>a:i» y ditcn */» O’ Dr tin tiling 50 00 I T tai |57|3 CO j '• ti* r. 3 fr*c . 211 2s to st; - I th»n Leng’:, cf -»*ction lj H'M) feet or 2.27 miles I N- yd*, stone per mile 17rfc) , No. yds. t>**r section D 9.5 .. . '• Nn yd* tor approaches 10 . Total No. yd- p* r section 40U5 4005 yds '' *oc for stone itJOi 4C5 yds ■■ 7’m- for hauling 3’Wl 75 ic*6 xd- ' lO* for spreading 45b <*» Grad ng 500 <O SfW'Tsand head- 310 00 Wells and connections 40 Total >7448 25 Total estimated cost of road 11*312 25 | All of wlticli U respectfully submitted. (’.A Nuenschwander. » L. D Miller. , \ k wvrs. G. E McK. an, Engineer. 1 >u’•scribed and sworn to tin- fith day <.r I March. 19U2. ABE BOTH. Auditor. Neuenschv ander aifirn *. \ OTIC E <>F GRAYEL ROAD ELE( TIoN. Notice I* hereby given that pursuant to an . order of th* board of c >mmi*s’oner* of th«county "f * dam* and slat* of likdiana, made i and entered in their *p* cial Mtrch *»**«i«.n. j 1902 that th*rv will l>e a special election j h?ld at the regular «»? Ing place in Blue Creek | township. Adamacounty, Indiana, on Saturday. April 12. 1902. for the purpose of determining the question of the building of a macadam road in .aid township know n the Salem Macadam Road on and along the following route to-wit: < otnmencing In the -enter of the publl<highway on the township line dividing the townships of Blue Creek and fit. Marys Adarn« <■ unty. Indiana, nt a point alxtut stxt.v-avf »> nwls east, of the nor’hwcst corn er of section five, township twenty Mx ’*• north, range iirtcen 1J eu»t. or at the point where what. I« commonlr known n, t.'ie.'alem Rond crosses said township line, thence running In a southernly direction through wetlon« tire'>, eight 8, seventeen 17. twenty JO twenty-nine 2lt. and thirty-two :« or ulonu’ the line of the route commonly known as the sdem Road and terminating nt the intersection of the s,me with Wagoner Gravel Road at n jxtlnt altout nlnetr is) rods m«t of the southwest corner of section thlrt r-two :« n townshty and raotfc a'oresald, the -ame Itelng <3IOO feet orll.ST mllea In Witness whereof, we. Samuel D.Kik. losepli 1. Mann titi'l Jacob Aluiet, constituting the board of commissioners <>t -: t l<i '''A.'"*?- •'O'*' hereunto set our hand and nflixed the seal of tlie said Itoartl of commissioners this I’th day of March tw StMCar. D'IAK, I r, Jostrn E. Mass, Itoarlnf Jacoh Aom.t. | t'ommltslouers, Alton, ABE B.it 11, Auditor. <III.KII I'l'Rtn Lt M ATION GT SPEtI U. i* M\< AIO d lit >\ D i I.EI rti >\ I \ lit r P GREEK TOWNSIiJI'. ADAMS < < i |\ D 1. Daniel N. Erwto. sheriff of Adams county state of Indliinti. do hereby make prix lamntlon to the vo'ets of Bln, ( ,v. town.ho, Adnm-niiiuty. Indiana, to mi-A In tln-lr g. sja-etive place.of voting u. eatabUslod by

r the board ofci mmissioners of Adani.*c< uni'. i Ind.ana. on* Saturday, April 12,1902, e to voivo i the que s tion of building the >alem .Ma.-adam ID. d hi -aid township in >on ‘ county as (Ivscrtc din 'bv auditor* nolice oi < lection to V'»’r for building of T ••> ! * • Noc building of said road-No-°!2-3 DAN DEL N ERWIN. Sheriff, s i March I*. I '- -’. Adam* County. Indiana. VEFORT OF NORTH BLI E CHEEK* 11 M.VADAM ROAD. ' Inscription (f North Blue Creek Ma ?:ida r; i Road | < omnivncin 'in the center ’T./'/'. Public highway on m* towii*hip line dividing the township* of Moiroe ami Blue Creek in Adams county. Indiana, at lie- *■« »**t!»’.'• **t corner ot *ect i n seven <7'-. to* • *h’p Ivu 1\ - *x (2<ii north, rn’ ge fifteen EOvn-t fu''!i‘'*'| running vu*t on the section I ne fi m *>aii< - n oto station 126. theiv e f lio''i g puli'n* . highway a rrsidy v<i a Wished from *t.itioi.',.’. to station 11? I !,‘th* nre •*a*l on -aid * . line from station D7' <to stat on I s ' 1 75. .-md . terininat ir’’ with Hi'* intersecti. n <>♦ :lie propost'd WOod’s Mac’ dam Road, at tlir * ul.’ieast corner of l he south* vst quarhT of tton thr* e <3'town-hij) an i range afn *.rd ■ th** same being I<*7s feet in length, or p. 594 miles. • To the honorable board of County Comnr**loner*. Adam* c 'iinty. Indiana: j We. the undersigned viewers mid enginerr appointed by your Honor it»v B ft’d at the February term. 1902 and in pursuance to the within order prove ded to lay out and make ’ e*tim'*tes for an improvement a* iTHved f>r I in said petition wou.d most respectfully sub1 mi ted the following r"port In pursuance to said < rder we <’. \ N. . n RChwHnder. Levi D. Miller as vi -wit- end G E. McKean a* engineer, met at Hie auditoi > ofli-e’n the city of f’evatur. Adam* county i Indiana, and a' ter having be tt n duly sworn 1 a* perseribed by law we proceeded to view. 1 examine layout and make *s imntes for *aid proposed improvement. Ps -hown by that part of our r port, which exhibit who** * a d «cnption of the route of the proposed road. Also a profile showing th« grade of the said road as established a * d «howng t he v”s and fills, also locations nf bridges and culverts Said profile is marked -exhibit IL” the same being on file in th«) office of the county surveyor We further find that the construction of the prop sed improvemen’ in accordance with the plans and -pacifications hcr**in *vt forih would f»e of nubile benefit and utility. We further find no elainis for damage* b( i U'a khi<i wlist"Verr We further estimate the c°st of the propo*<d iniDrovvineLt to be i9*.»97.50. ROADWAY. GRADE, ET?. The roadway must I*e clear of all fences *rw*.-tump*, logs and all oiher rubbi h, of whatever nature it may be. All Mump* must la* bla*tv<! or grubbed out either in the drains or <»n th** grade. The right of way shall be forty <4 0 feet in w’dth. If a» any iim«» during the constrrctlon nf the r« ad or grade on or bv ore the final acceptance of the same, th- grade shall se’tle. the cnntJactnr -hall fill al’d* pre-sion* caused by th* 1 settling thereof and restore the same to the grade indicated on the profile The grade shall be of ’he single track system. ’o Im* of a unlf >rm width of twenty four (24 fret Ton shoulder io ’boulder with a slope of four (I inches from center to either The side drains shall bp ou* tn a drpth of no* lc c s than eighteen inches below tag hip of the grade All side drains to be made outsile of the grade. All drains s’ all be constructed in a neat and workmanlike manner, with sufficient fall and outlet that they may rftrry all the water that may accumulate ’herein and remove ’hr same from the right of wav Thebott 'in of the drains tub? unobstructed and continuous. The roadh* d-hall !»<• made in « smooth and workmanlike manner and inspected and accepted bv ih • superintending engineer of ’he road in 1 00 sections, before any material* are placed thereon Grade and line Make* *et by the eng neer a»dd * rovfd through the negligence oftbe contractor will be set again at the contractors expense. ( RI SHED STONE. KIND. ETC. The crushed stone shall be placed on the sub grade or road Ind to a width of twelve (12) it* t. and to a depth of ten 10) inches in th* center and eight (*> inches at ihv 'he coar-er particles art* to t** p.act don ’hi .rade and the same covered with a covering • r Dyer of-<’h vning* v a depth of two (2 :m*hr*. and in Mich a manner thst the metai will Im* placed in the cent rof th* sub grade. A t mater.al* io be p’ma d . a the grade io a neat anti w rkmanlike manner The-ub grade shall U rolled by the con tract* rat such time* and places a* deemed neces-ary by the engineer or superintendent, with a to ler of rot les-than six (6) ton- in in weixtt. b* fore placing thereon ot the me al Tn<‘ stone shall l»v graded in and rolled before hnn I acceptance .VI -1o»»‘ mu-t tn* so cru-h**d so that at h*a<t * ighty per cent of »b<* re.*trs»*i partide* *.v:ll passthrough atw » !n«*h ring M hen the st' ne Is unloaded at th? dump the C'-.tractor-hall rake the extreme coarser par'ivies to the bottom. All ft >nv ii.u*t b° so crushed that all part icle* or DnMiurts are the *4*me as i« usually produced by a Gates Gyratory crusher and to t v placed on the grade as heretofore m» ntloned. The-tone to be us d shall lie line stone, apd <qinl in quality to the product*of the Blue Creek quarries or the qua rrii- at Willshire, Ohio, dow in operation. STONE. MAmoNKY. I :*c. All bulk heads of tiling, etc., ar * to b? constro«*ted of uumtKr one (1) line-tone. none of Whlci. Shall b« less than six n>> inchts in | thickii's- : '. t! to be laid up with food. Bronson • I r laud . ( ni.-nt,oi-Itsequlvaivnt and sand | mortar i lailr In proportions of one (|i part I eem- nt to tWu <-’ narts clean sharp sand. Each layer o-course to Im- of i< uulurthickI if " and the work to be bound every other I cour-e nttd shall e.tvn l entirely across except at i points of junctions with the tile Ih- end sot the ti eon either site »r« to ba laid in a stone wall of sufficient length so as Ueuttit eighteen (It) Inches on either side of th * ide. b-ad<at the end. of the tile to be two it e’thick, and to con rnence below the ft'-x z nz punt on solid foundation and at «*At eighteen IIS Inches below the bottom of to* tile, and to b.> built up as high as the road vd or zrade and to be covered with a c tp.ru that I .st east six id. Inches thick and i t" exter.d thrt'o (3'inches ovt r the wall ex- | <q>r <>: the side next to the grade Said <■ >olnz to lie one solid stone, except at the cast Ir. U nm r the coping s>>a|l consist of two -i stout•«. and all mason.y to be pointed st »'atlon i . -fl the contractor -hail « xtend ’he 't ' ilmunon north ►!<!.■ four and one r alf (4 ,i leei and the ea«t abutnient on the north .ide live S) feet, and -hall build the wliiffa some size and sltape as they now ex '''•/“Id walls I" »>e seven (T) n. PI |, ig |, Ihr ,. c < > bet thick in lower three (3i fm’t and batter sit (<>. inches in the upper four (b feet said stoae total not less that! six (li) litchi thick, coping to lie six (It) Inches i hick and to extend three >3> Itichts over the wall. At station 119 there -hull t» abutments built w’ith a . veen (16) bait waterwav at top elZhtv n (|SI foot race and wing, seven |7) f« t long, except Hie south wing of the cast at>.o ni‘nt wh'cli wing shall tie then <ln) feet onp. snld walls to be Ihrre ct> feet thick In lower time (3) toeland batter s x m> imi,,.. In up: er Hive (5) feet. Total heizhtli of said abut ments t,. Io ~|,ht s f,...,. c„ |>lba Bdlne as ataxve sjiecitfed. TILING, SEWEHS. LOCATIONS, ETC. Tin til* Indicated In Slid • exhibit It" to be of the size mentioned and to be sound Hrst rytivlitly standard salt-glazed vetrlllcd sewer pipe, mid across the artide at right angles thvn'to un<l uißu<*h pointe im incntioncd Said 1110 to be placml to tli" proper denth *'11."'. , .‘ 1 , .i" nv, ' y *"'<t O'< either aide'of itrnz'li"''' r — lM ' t ’ ,en 'y-* l!t 28 f,:l < In At station u plus go n io inch arwer U atniOn IJ plus .3 feet, a tj Inch s wer At station etplus M feet, a ;k; Inch Cast iron sewer ' At station Oi pin- to feet, a 12 inch sewer. A s a on IU blusto feet, a 1-.' Inch . OW er. Al station |H» plus Ki feet, a 12 Inch sower I WEl.Ls.t (INSTIII t'TD'N. LOCATION. EI'C; Mells or sill hole « are to be placed so that 'll" . enter ot flu. .«me will the line o r ; too r lzhtofwayoti.lt her sldi. : I iJinlF 'r " r "hrdbnrnt I brick laid flatwise und to extend elpbtctii t"

Inchesbel-wihet ' U " "Said wells to be not less than two 2f<et in rifatnet. ral the bottom and 1 *' ~'J• top so us to receive an eighteen 18 Inch cast | 1 I g Thec"n , rec-iirshall furnish »H s<> ( t or red ! tile ne«.l dt" "'-I"' I F.'s'tnan the i I connections which shall net be 11IHB r.utlet already m. ,rv i'lie centraetm shall make all nenssarv leva', vat lons and a'l ille shall be p.iu'd io a . Ipr .p-f depth cmniiletely dram lip- par- . | ticular points f-r w ui. lt they are inti mb J- , ' At station 9 phi- 50 feet 2 well-, j zi< .-taiiun 2u pius t»*ct i wHf*. •I At nation ; plus ♦ 1-‘»: ; ''Vi * I t-cation 5« piu* • feel 2wi It*. i \t *t .it km L»0 pin* •• feet 2 well-. At siai.-.u i.a plus w lent 2 webs. , I ,u s.uii.m and al sttitl.m ,fl 0 said | wells -a he '-mm .i. <l with six " iuco drain , , tile. i BRIDGES. KIND LOCATIONS, ETC. There slmll'*■ a sori liridge at StaJh'U 119 i *aiu urvlg- •> uii veu I* fv* t lung, mx- , ~1 (p t ! xI i ; v m (be clear ami in* "» ’ i.ic&ieei tj ;h*. itkiixc u rail, ”l” beam bridge. Jv*una canymg capacity oi one Lulihul | ! uuy 150 poumls per equate foot. I Said bridge,io Im* ll » >red with good ■• nml > white or burr ".in lumoer two undc-m-mul 2* 2 hi in* Ihk k. same to be spiked *" iliv midute and »o br fastened uow «t ni ihe ; I euus won a thief 3by five •*> inch limbi r »»•- • uixi) tn»l ed io the ovums or .joist*. ,*ii 4br dge to be painte i with a coat cl j [ .’ti'u mviaihc paint ait r trection. *aid budge to Im? subject to the in*pt ctk»n and approval or the engine*.r in chuigv. At stall 'li 124 < r the Bluet reek l.rmye, the , biiugv located there now s .all be ret! M»r. <i wi.h good sound white or burr oaa iu.nuet as above speci tie 1. ■ At station tri3o the contractor shall, after rvpai. mg t iiv abuimen s above mentioned j i-rcm-x Ute br.dge already trtcieu io the cent.rut tne graiv. STIPULATIONS. The work a* it progress’s wid be laid out by Uh- eng neer, auU siakts set by him uiwßt be pixsk.rvvd. The contractor shall level down all bank*, ttc.cau ed b> putung in any btiuge or culvert, or caused by any other ageueie*. The materials for the impr ivement* at the various points shad oe on me site before tne old maier.als are rem jved. The engineer and County Commissioner* reserve tne right to increase or diminish (he labor or l he amount us ma'eriai* used. All such increase or reduc ion* on material* used to be » sumated 1»> the vnaineer K»r which ihe proper allowances will be made in the final settlement. It is expressly understood that the engineer shall nave the light io make apy neces* ary changes when nee led while sai l proposed improvement is under construction Tr*' engineer and count) commissioners reserve’ll right to inspect the materials used and co'demu the same if ne'M ssary. ami ail niit’*rKil*bo c-md** un <1 shall be removed from the rLhtotwav and not used at any time iu the const uct.<not the improvement. All He ver bine, bride*' matertuls. etc., as is u ed-in public improvements and are now alongthe line <»f tin* proposed improvement - »all bee. up* the property ot the township in w hich it is local tri. Corner stunts land mark*, etc., shall bt' respected by the contractor while making said improvements. It is expressly understood that the contractor is not culverts br.dges. grades or approaches at any private lane cn»ssing. road, etc., or if any fence, pos - or similar n a ter that may b« within the Hroitsof tiie rightofwuv of the propcs*’d improvement is not removed by the party towh*»m they belong after having bad sufficient notice, the contractor shall icmovc the seme. Also all telephone companies owning or operating or maintaining any lines »»r poles on or along the line of the prupos»M improvement shall remove them to the outer edge of the r.gntofway and ro b • not nearer thuu one 1 toot on said rightofway as laid out by the engineer. Ail gas or oil lines or mains owned or nper at»*d bv any company eha:l lie lowered or re placed iu such a manner that they will not interfere with the construction of the proposed improvement. PAYMENTS All payments for said improvement* will Im* paid for in cash at the Treasurer’s office in the city of Decatur. Adam- county. Ind, on estimates o f the engineer, comphing tn all respects with the ’ Acts of the General Asscmb yot the *t-.(■* of Indiaua. approved March 11.1901.” %cv a ts 1901. page 449. EST IM ATES. L ng'h of the promised improveutent is 15375 ivet or 3.5*4 mile.*. No. yds .per min .st •;»*. .1790 yds. No. yd* 3.5'44 md»*s 6336 No. yd* .approaches ♦ tc :<» Total No. oi y. * i. i » provrmnt 6066 ’■-M yds. ' -(M* pvr ya i<i lor stone... * 5'92 S 63m; yds 35c per ya id hauling . 222' 10 6-9 6 yd-. " l"c per >ard spreading uh Grading tiuo vu Blue C’erlc levve 500 (JO Wei s and connection* 90 U» ‘eweiM etc. 150 »0 ( ast’run **-u er a*'d he »ds 150 00 Repairing abutinriitsiuoi ing bridge 70 0u <’osts of drain tiie 5 00 Bridge ano Mbutin*-r.i* comp.ete 4<x» Reflooring Blue Cicek bridge 75 oo Total estimate j 9J97 50 All nf whkh i* r<‘*;>, 'tfully submitted. (’. A. Nenen***hwand* r. < L. D Mi! .. ,\iewer* G E. McKean, Engineer. Subscribed and sworn to this 6th dav of March. 1902. J .. , . \BE B<>( H, Auditor N**uen*chwander affirm*. \’"TI E OF GRAVEL Ib'AD ELI ( I ~»N N tire i* lie r ebv given thut pursuit nt t■ ■ an or ieri f lin b .ard < t ('omtnlsidoiier* of the ro’iui v of Aoarn* ami stat? of Indiana, made ami e» tered ,q th*?lr *'>ecial March ►****ion. 1 -'2. 11.a' liivie be ii -,.*ci.il election nt the re nilnr vot Ing plu v* ui Blue ( reck township Adams county. Indiana, on Saturday, April 12,1902, " s ' oeiPtoraUnlng the question or the bill <ll ng of a ma •ailain road in -aid OlWl,ship Known a- yin- North Bln.. Crv"k I own-hip Mio i.lam R,.ad. uti anil along tin l following routi, to wit: Commencing in the '•enter of the nubile w.'.*i“lV’ n Hue dividing the townships of Mon o,- ami Blue Creek in Adam.county, Indlai n nt the northwest corner of section seven i. f-nshln twent. six -ih nonh. range Hfte. n I'. „t. thence run. Pi n ?’.'i' 1 "!?• "'."••T '"I Hue troni station <> 11,1 , J '' following the pulillc ulrendy established from station I2t. to station U,i,. thence east on said section Hue from station I4T I , to station IHi r. and terminating with the Intersection of the proposed WikmN Macadam Koad, at the south ’ ’'"*-""t'lwe-t quarter of sec i lion three towiishiti and range aforesaid mUe"" I'’ 1 '’ " ’ ,y '’ Ti l ‘ vt 1,1 '' "K l * l * <>r 3 .-fli 1 t.L", i* wh,, reo. r . we. Ramuel Douk lug'* tl'i.. K tm l ! , Mi’‘ “ n » rt ■ l “'’ ob Abnet. constlt at: ,mn rd of commissioners of said ™" , y. have herein,to set our hands and allix.'d th,, seal (l s the suid Imard of commissioner* this IStl, ( | tt y „f March, 1908, SAMt Zt, I)0AK, ) . Joskpii F. Manx, ■ Hoard of JAion Ahxxt. j Commissioners. Attest. Abe Hoch, Auditor. 1 '•'"’'TI.IXIII SPF< IAI I 1 '" 1 HoADFLEt TION iV ti i . I N I>l‘a NV ’ " A 1 " 1 ’■*I>AMA t<H\ T > I r! I. Daniel N Erwin, sheriff of A.inn,0 1, I" 11 ann. do hereby make pna'la iiiatlon to the voters >f Blue Creek own-hh.' Adams county, Indiana, to meet In tl*ir i,. -IS'ctlve plain s6f voting as established bv I ’’"loners of Allan's c/unt'y Saturday, April 12,1902, V,, r i,„ii,i, ~| . I auditor's nut Ice of eh ~in,,, ~, 11 *" "'e ■ 7 M ird is to , .' A>,lK '‘ N * r-"WIN. Sheriff. March W.im Adan,, county.

FkF.St Hl PTION OF Wtioiis ~ U ROAD, ls -'’A’AbAJi | Commencing on the state i:,„. I hundted lUO rods south of th,. i Hlr ,i One I tier of section throe 3in t >» n ,| i. , ” ls ' into norm, uinge fifteen ISeas’ | n 1, ''" lv -mx tv. Indlftim; running tin* snin I line from station ti to station s n nns Us. from station h.mi to station :1 -, n|,< ’'v,.., •south from station 3S,x*, i . .J...’ : 'liettw-tln-nce West from station 2" ii^ 11 4i| >»i: : •til.S3: thence south from "'a'luti | Station 3 . i. and terntlnutui ■ « ‘ “H. i section of same w ith the -W-. .2?,' '"* .'"'er- ! Road” ai the southeast coll ar “I’ ,raVl ‘l thirty tniee 33, township a IK | . said. 1 *'*• aforeItiiMmito™* bViOB 8O ' :!1 ° fwt h ‘ l Wl>. ut T .the Honorable Hoard otCountv j slotters. Addins county, Indtio, , ' '""WLWc. the undersigned, viewers and . „ . ilipolntid by your Ilimoral.l. i '-"or I l ehronrv term. 11102, and lit i> , "Duti,,, 'wit bin ..nler proceeded ‘V C '•stima’.'s lornn linprnvem’nt .t-nr v ( W“ 1 ,ni said petition, would most lv U l *.'* submit th*' following report: Dt.fully In p rsiiuncv to said ord»*r wv t \ » ' sehwHiidtT nn t Levi D Mil . > and G.E. McKean, as em.-ln,, r 1 nuditor s office In the city ot De c, r ~ county. India"", am! after hiivlir--.worn ns pn‘-i ribed by law. we m,, view, examine. I:»v out and tm, I tm-aid proposed Improvennmi Hist part of mt- report which exhlui, i desein. l | I noltlmrout.. I ,f t | 1 ..|„ Also h omfil’'showing the grot; -< f 0.. rornl es i si.c., ished, and ►!,„« .. .. ,1 and Ill's, n'-o location of br‘,1..',.,| I v i ts. Said profile Is marked ■ exhibit ■■■ o ' same iH.I'-g on file lit the office of th surveyor. u, “v We further find that the construction of the propoM'd improvement in .. r ,| a “ with the plans and spe< illcstfmi, forth would be of public bemelit sn.l milm. We further dud no claims for dtr . anv kind whatever. ‘•‘ ■'.ikisvf We further estimate tin cost of the posed Improvement to be*!9,192 u ROADWAY, GRADE. ETC The roadway must be clear <-f all f ( . nC(K tr est. stumps, logsand all other rubbKhof -whatever nature it may be. All stumps must tie blasted or grubbed out either in the drains or on the grade The right of way shall lie fort) 10 feet in width If at any time during the construction of the mad or grade, on or before the final ,p. reptance of same, the grad*' should M tt|. the contractor shall fill all dppre-*ior by the settling thereof and *e*nt ■ ti,. > am ,. to the gra* •* indicated on the pr-»lil«‘ The grad** -hall be of the single track tern, to In?-of a uniform width «»ft*t t v-fus--24 feet from shoulder to "boulder with a slon. of four 1 inches from Cf*nter to either <•!»* The side drains shall be rm m a depth of not les* than eighteen It* inches below the hin of the grade. All side drain- to be made outside of Uv grade All drain-shall Im? Constructed In area and workmanlike manner, with sufficient fall and outlet that they may carry *»H the water that may ar*'umulat*' therein and removetl** same f»om the right of way. The bottom of the drains to be unobstructed and contintinnou*. The road bed shall be made in a smooth and workmanlike manner and insp«. I ami accepted by the engineer of tin* roa linl.Hi) feet sections before any materials an place i thereon. Grade and Hnp stakesset by the engineer and destroyed through the negligei . f»h.contractor will be set Lgain at the cent tutor’s expense. CRUSHED STONE. KIND. ETC. The crushed stone shall be placed on tbe subgrade to a width of twelve 12 feet and to a depth o« ten 10 Inches at the center and eight s inches at the sides. The coarser particles >re to Im‘placed on the grad-* and the same covered with ;i overIng or layer of screening* to a depth »>f two2 inches and in such a manner that the meta! will b«* placed in the center of the «üb-gradr All materials to be placed on the grade in a neat and workmanlike manner The sub-grade shall be rolled b) the contractor at such time and plan's a* <ivv ued necessary by the engineerorsupcrinh n h-n:. with a roller of r<»t less than six’*, tons H'cJc before placing thereon of the metal. The stnne shall lie graded in and r- • Defon final a ceptance. All stone must D so crushed that at least eighty HO per cent of the .*.>ar*» ; ,r---tries will pass througi; a tw » 2 inch ri: _* When the stone is unloaded a th« hum:) the contractor shall rake* the extreme >ar.-.-er oartich- tetthe bottom. All stone mu-t be so crushed that ail p*rticles or products are the •ame rs is i. isllv produced by a Gates Gyratorv ( lusher, and to U 1 placed on the grade a* heretofore inci - tinned. The stone to be used shall be lime -(• u** a v <1 equal in quality io the product- of ’h»' Bine ( r«*ek quarries or th** quarries at Willshire. Ohio, now in operation STONE. MASONRY. ETC. All bu’k headsof tiling, etc . rh* to (>** ■ instructed nf N«». on*' 1 lln'«‘*ton»*. •** ■ ’ 1 which shall be less than six 6 Inche- in fhick--1 ness. Said stone to be laid up with gnod B' Portland cement, or its equivalent, and -and mortar’<» he made In proportion of -nr I 1 port cement and two parts clean sharp -an•: Each layer or course to U* of regular :! > - ness and the work to be bound ♦•very ctlpr 1 course and shall extend entirely acr-'—. • ) cent at th** point-of junction-wi’h th* ’ik'. The ends of the t|K‘ on eith r -ide an m i»* laid in a stone wall of Mifllclrut length - to extend eighteen 18 Inches on either-id' of the Die. Said h«*ads at the ends of the tlir to i ■ 1 * ’ 2feet toic'k. and to commence below th** freezing point on soHd foundation hi least eighteen 1* Inch*'* below the bott> m o f the ttie. and to l»e b»»in up as high h- ;hr roadbed or vrad» and to Ih- covered with » roping t»' t isa» h ast -ix »« Incite- thir* "'I toextemi ihr**e3 inches over the wall. « \ (•••pt on tic* side next to the grade | Said r<n>lng to Im* on«* snlt<l stope. (•\('< |> ;r the cast Iron sewer. th«? coping fthall •*' of ’wo stones, and all ma-onrv i I” pointed uo At s ation ?S5. or at the point wh* *• ' 'list Iron M'WIT Is locate 1 the rontf >'»r shall hulld stone heads twelve 12 fee’ i wo 2 feel * hick, and eight ft fevt high. Snl<| s’one 11 r. ds to common**** tw *’ b<»!ow ’h'*bott'm of the sewer provid'd t’" i Is a »olld foundation, and <f not so fmui I it” contract*)**shall place two laver* of «b• t»• • < bur oak planking Inch laid diagonnli' ”t an angle of twent* flvr degrr* si" the ' Hn* of said sewer, each layer to be laid alternately \t station Ift.fifi where the a’ t—• "t ■ f already built the contractor shall plac** ’ ing on th* l verr. the said coping to ( Xt' ii' l hch's® the wall anj project three 3 in i” s over fare an.’ ends. At sta’ion T.» TO ara alwmt twenty 29 f' ' of > nne in a bridge abut hH’n’ which be removed and art' at the disposal of tuv contractor. TILING. SEWERS. LOCATIONS. ET' The tile Indicated In snld exhibit B *" of th** sU*-mentioned and to be -"und t ’' <|uallty. standard, salt glnztd. vetrliird -• M, ’ r pipe, laid across the grade at rigid angh " thereto and nt such pointe as mention' ’ Said t ll*» to Im? placed to the prop* i ' ' l’ !l ! so as tn convey the water ou either sid* " r lh«* grade. All culvert* to he twenty-*lx f'” length, except the cast Iron snarer at atutx 2*5 which shall be twenty-four 21 feet 1“ length At station ft plus 60 fret.a Winch ' At station fill plus 76 feet, an D ln«’h ’* At s’nt'on ** pin* io fwt. a 1’- Inch *<•*' ' At station I 2 plus 15 feet, a 12Inch sew 1 At stall** i 16ft plusUO fm t. a 12 Inch *<•"• ' At sta’lon 261 pin* 50 feet, a 12 Inch *•"• r At station plus <0 fr< (a ? io’’ l ' ' 1 cast Iron sewer At station 3uo plus M feet, a1! Inch -' W' l At station pin* K 5 feet, an IH Inch At station 346 pluft O 0 f«*Ct al2 Inch -ew* 1 At station plus ‘X. feet a 10 inch (’«•'*”- ; V.KLLS. (’ONSTRI * Th »N. LO< \TI(’N • “ Wells or nllt holes are to Is* placed *" '*, tin* cvn tKr of th" sain,'w 111 ‘"i H**' tlir tlglitofwav on i'Hliit «l<li' . , Paid well» to l»< built of th" ln *' . . biiriii'il brh'k Inld lliitwlxo and to <■'" , , I'ltthtiin 1-Ini'll,-K b< low tho bottom of"' ' tll<* anti to ix> wailed t» tin-kurfni'i * -Hill WfllgtOtM- not. IVHH'lllt'l •»*' I diameter at the bottom mid t,r"'<••■ ’op M, n, to receive an vlultteen ” ‘ ,ll h IrotiKrate. ~ ~~r I Tie- contractor -luill fiirnbli |l ” . • red tile needed to make flic .iim a h • .( I thnh the outlet already In. ~ „. r , rhe contractor sdnill make ' ' excavation, and all tile nhall I* I’ 1 '"';' 1 ul , proper depth to complete” <lraln "" . ’ lleiihtr |Hilnt- for which they are I"" "". rhewnttactorihall Pimm"’' ' l "' 1 '