Decatur Democrat, Volume 44, Number 14, Decatur, Adams County, 14 June 1900 — Page 7

• t>. Vnrl.Vof section' 't w<‘ ViL r(h-i"i-' 'l u ; J,;., north, tango f.'UllblP<" t ; , L ,y T?rountv. Indiana, running \< ll sectle.ts one Llj anti • south tween sections eleven 111) anti -I. ween sections thirteen '<»= 'hu! al"> -Sff 1 ?" 8 , i.'il ■ nth twenty-four lM|; »»•’ ■■-three l-*l “,, ltv _tive ti r >] and twenty < ct Actions thirty-five ■ ',;)■ intersecting with the .liiriy- 1 ' I ‘. '■ ..,1' at. the south-east Loiter I l '" 1 . .irtv-tive cift], townshin r 1 «<L%* fourteen HU i long.w uh. hoard of County Contnds'Jrfns'county. Indiana: f" "i . toned viewers anti engineer honorable hoard at the and in pm-sunn.-e t.. th- " a r 1 ' ' n and ;t"U" 'l.'tina'/* ' ,< pi a yud f« u in slid 1 .. * espectiullysubmit the ... tn «aid order. we. John IT. ve-ier i’ontlus as viewers and W. K '?' 1 pniineer met nt the auditors ■ ‘ .12 , itv of Iti- atur. Adams county, r%' .!$. , hfrim.- hemi . lu ly sworn r" „.,| '.v law, we proceeded to view. P r ' 1 2-raiirhten said road as shown ~ an ,',f m.r report which shows a Xud fee proposetl road, xhibit Is marked exh io it a. AU>nf said mud as established mid a Pr° til ®nt?nnd filis. also location of and hi dgt". and said profile Is markpilit -B" the sauie Iteing on file at the rhnr flrid that the construction of the in accordance with 8 nd-iH ciih'.atlons herein set forth of great public benefit, and utility, lurtber find no claims for damages of [nd whatever. Hrther. -tim.de the e.rst of the projWprovement to be S»Bt>LS». ROADWAY GRADE ETC® roadwav must lie clear of all tehees. LJSmps. locs and all other rubbish of iver nature It may be. .tumps musi lx-grubbed or blasted out in the drains or on the grade. Kmf-way shall be forty .401 feet, ;l nv . during the of ", „ i„ fore tliFfmal ac .q.lgibe same the grade should settle, the . „ -Imii li.l all depressions caused by . .... . f <• the -ame to bde indicated on the profile. igrade shall Is- of the single t-ack sysw 5 f ,,. t f...... -I,.mid. t toslmtildei. with ‘ ,f.l. he. from T.-nt< to either Lie-ditches shall be cut to a depth of 6 than eighteen LIHJ Inches below the [vf the grade. tide drains to lie made fully outside of Ge. i. <y -t! >;rted in a mat Lknuinlike manner, with sufficient fall itlet in order that they may carry all [tertbat may accumulate therein, and t the same from the right-of-way. p , r , ftl ' drains to be uflobstflict- | ira s shall have bufi.'lent outlet h the water from the grade, and at no iluiig Ihe grade shall the water be Ki to accumulate and stand therein, roadbed shall be made in a smooth and lanlike manner, and to be inspected runted by the superintending engineer feet sections before any materials are I thereon. h and lint stakes set by the engineer Mroyed through the negligence of the ii u>r. will be set again at the contracKpense. CRUSHED STONE-KIND. r- -• shall bo pliued on tlir i width of twelve f»* h - ,1" in- hes in g nter ■er 4»v th’ >tci e Will be placed m i ifi "f nt >ub-grade. 9 i ■ h- pla< vd (gn the grade in a i i workmanlike manner. bub-erade shall be rolled thoroughly rof not ksa than nix tons k after having been graded In. before bring thereon of the material. none shall lie graded in and rolled [final acceptance, bone niu*t he crushed so that at least 4K • f t -i ' • ’ ft rt - i . t! • ■ • 21 inch ring, and all Ing' ■ • .■ i the *h»ne N unloaded at the dump ntractor shall rake the extreme ■ particles to the bottom. (tone must be crushed so that all • > >r predict * are the Mime. as is • prod’, id by a Gates Gyratury r and to be placed on the grade as fore menumied, STONE-MASONRY lads of tiling, also abutments or any • stowings of abutments already In to be put in. are to Im* constructline stone etjual In quality to the Is of tiie Buena Vista quarries, none h shall be lets than six [•] inches in itor eto be laid up w l'fti good Bronson I’l cement and sand mortar i*adf in Jons of one [l] part good fresh cement XI parts g<MMi clean sharp sand. layer or course to Im* of regular thlckd the work to be bound every other and shall extend entirely across nt point of juiiction*Mth the tile. hd of die tiling on either side of the re Im* up jn stone wall of it length so as to extend eighteen [l*] to either side of the tile. • at the ends of the tile to be two thlrk and to commence below the [point, on solid foundation and at jtohen [l*] inches below the bottom and to built up as high as ntM'd or urade, and to la covered imping that is at least six («] Indies u ■ • xit-nd three [d] inches over 1 •< on the side next to the oping to be one solid stone, tsonrv te Im* pointed up also all *' ' •'' Hit wat least six ji] iu’4® 1>» \i ei <l a tliree-quarter |?4| inch tween layers. TILING-SEWERS. lie indicated on said exhibit “B” to an. ,ut ‘ n tioned and to be s«>und. tabu j.ait glazed, vet rifled sewer b tuq-oss the grade at right angles •mu at such points ns mentioned. lb- to placed to the proper depth lonwy the water from either side trade. lnil» u> be twenty<ix [W’ feet in J!"” p ! us 00 “ U Inch sewer: jy nIU’OU a Ift Inch sewer; ; ‘ * p U" w H W inch .sewer; J' P us w a la Inch sewer; Plus W n 12 Inch gewer; 1 S p 10 tt “ inch sewer; u p ”» >« >nch sewer: in! “ “* W a 12 ‘neb sewer; nn o p "" 4,1 a 1” Inch sewer; ? Il- P *» a ll Inch sewer; n p ““ !l ° “ 12 ‘“Ch »e*< r; L Xu •' UH 15 al2 Inch »ewer: th. 51 P“g K> a ’« Inch sewer; 1 5.1 p “* 7o al2 '“Ch "'wer; I p “* t 0 a 'I Inch sewer; I n 52 pu * 1" •> 11 Inch sewer; <lon J|, p| u , 45 H lnul , P -< '>NHTBUCTION. Location. BWll? lu 1,0 ‘hat the center of Hther side’ 1 11,18 ~f 1,18 rl <*>t-Of-L* hullt of the W hard UM Inch l } a 'wl»" and to . xt.-rid U» t» win , f‘*” w l .the ItOltolu of the «> " walled to the aurface. iSlameul"?! I *'". ‘han eighteen [is] *1 IrotAL,'* m * * hey ghalftH' covered »tr:u i <l /[? t, ; i l 'J'eurely placed thereon Mb, I,’.‘L* 811 ‘ ur ” l "h all soft or red lection. wM proper extensions •’ alre»*i 18111 nnt h* 18 '“ ,lian Pn—'itufshljl. "lake all necessary H, ly dr. h |n ll h" of the proper .I*.ih ’‘h-ynn " lt en';iJ mr "‘ , ’ ~, ‘ r p,,ln '" lon kk !u UM I well: ;;;; p f<*.*t i Jeif; wn 10? plulm , f ‘*‘ 2 wa,t "l 41 Plug 00 teet 2 well.;

At station los plu- f( . ( . t 2 „ , A: It- . w , At station ‘435 pins im feet 4 wells W Hl’! ’ hl M ■ LOt ATION All bridges are to be of the steel tvne .... i of a1» pound carrying capacity per s, lu ( foot, factor of four. “ 1 luart MU brtdtea to be ted « white or bun ak lumbet > same to be spiked down In the middle uu J 1 fastened at the ends alt h a .>\s in.'h t h '■' securely fastened to the beams or Joists ohK£ '? hrldgwto |' railing or girder. A 8f....> -pan;,' -t at i,-n >< p1,,-® f, ( .t witl , In foot roadway tn ,1, ' feet with 115 foot roadway in clearu> l V7’ t .'‘P H " l « Plus 60 feet with 16 foot roadwav In clear A 10foot span at stat’on W phis so f.... t with 16 foot roadway In clear; A 10 foot span at Station 176 ' plus 40 feet with 16 font roadway in clear: A3O foot span at station 247 plus '.O f,, , I with 16 foot roadway in el.-ar: Al 6 foot span at st.atl , 1 , . ; with hi foot roadwav in, ear. A Wfirot span at station 311 phis (to f,. el with 16 fool roadway in clear. ABUTMENTS-RE PA 1 liS’lt KATION At station U plus -st feet, 57 perch approximately; p At station 52 plus 4u feet, 57 perch, apnft >ximately: At station 62 phis 60 f,-i t. -o |„t. i. o tnatelyj At stilt lon Ifts plus - feel. :io |„ r. ~ ■. tmately: I for repairs.; 11 . At station 176 phis 4<i feet, 10 perch approxl- I matelyaJ for repairs.] At station 247 plusjdfeet. 110 pt r-b approxl-1 mately; ® At station 278 plus 45 feet. 105 perch approx- | mately; At station 311 plus Ou feet. 55 perch approximately. _ STIPULATIONS. Tin* wt.rk as it will be laid out *y tin ;r r . • int» liiu - ngii.. ■j. , . >♦-1 (r« iiim must be preservudg The contractor shall level down all banks, etc.. Caused by putting hi bridges orculverts or caused by any of b< r agem. , iu>i, The materials for the Improvement', at the various pla<*eH shall tie on the site before the old materials are removed. The superintending engineer and county commissioners reserve the right to incn .i>« or diminish the labor or the amount of material used Ml such Increase or redu# •!)* ''•..io used to tie estimated by the superintending - i. f>r the prope? .liinu.K • e will be made in the tinal settlement. It I* expressly under>l”< i that the superintending engineer shall haw the right to make any necessary changes when needed while the proposed improvement is under construction. The superintending engineer and county • >i t he materais Used ..nd if necessary, and all materi.ii> o condemned shall be removed from the rlght-of-wav and dot be used at any time in the construct ;mi of the road At suA points wLere larg* ipen dr . Qs run along the subgrad*-, thosame shall be filled up and re-excavated ut/thu prop . pl.i • and such re-excavations arc to ne made a* >oon as convenient aftur ■on tract > awarded > that all earth willTully/Acttle. All sewer pipe, bridge materials, etc . such as is used in public Improvements and are now along the line of the improvement shall become the property of the township in which It is located. Corner stones, land marks, etc., shall be respected by the contractor, while making said improvements. GENERAL ?TIPULATff)N*. It is » xpres§ly understood that t ie tractor Is compelled * n ■ . tOculvt rt«. bridge' grad»-< ■? ’ .crossing or road, or if any fence posts, or similar matter that may be within the limits of the right-of-way of thproposed improvements and the same is not removed by the party to whom the *amv lielong' after having sufficient notice, then the contractor shall remove the same. Also all telephone companies owning, opert*ing ••! I .ams.i ning any ' > ■ ■ lon -■ the lim- ”f j” ' **■ 1 •;•!•• shall remove thehi to the outer edgeot the right-<»f-w:i V and to I *. tn r<; thatt •■nc foot on said right-of-way. as laid out by the engineer. All gas or oil lines or mains owned or . p» rated Lv any company shall placed in buck a maun r that they wall rot interfere with the construction of the proposed improvement, EBTIMATES-FIRST SECTION. The first section includes that portion from station 0 to station 105-60. Length of first section 10500 feet or two miles. ® Number of yards p» j mile Number of yards first sect in 3828 yards 75c. stone.. .. $-1 *> 00 3328 yards 50c. hauling 1664 00 332syds 15c, spreading, ac. 4W 20 Bridging 885 (M> Grading 300 U) Sewers and heads 75 o*l Wells and connections 70 00 Mafebnr) abutments >' .o Incidentals 270 00 Total 20 80204 2u ,® SECOND SECTION. Thia section Includes that portion of the huproveinent from itution 1" t -tat.on •211-20. „ I.en2ffi of second section 105,,i feet, or two miles. Number of yards per mile 1661 Number of yards second section—l2s. 332 s yards ' 75c stoiu. . S4IW ID ■l32s vards Hoc. huulmg r* l ' :132s yard- ■' 15c. spreading.. loL'-" Bridging 12T0o Grading .. *«”" Wells ami 'c'uii'nectlons 50 Masonry, repairs 120 Incidentals...*. ■> STD 00 Total 18107 00 *6107 00 Tl||Kl> SEt'TIoN. This section Include, that portion of*the Improvement from station 211-SO to station 317-6>. Length of third section 1061.’> feet, or 2.016 miles. Number of yards p. r mile IW. Number of yard- third section 34 " 8365 yards ■’ 75c, stone .. 42516 2ft 8855 yards .•» ■ ®>unng 4516 25 ( XWi yard- '•( 15e. spreading W1 »■' Bridging eW ij) Grading *<[ JJ{ Sewers and heads yw i” Well, and connections 2> '•> Masonry abutments, ect. ■■ sin no Incidentals ■ auo im> Total JMBO 75 WtiO 75 Total cost of Im.iioiemeiit pjs«l 05 PAYMENTS. All payments for said Improvements will fie paid for In cash at the Treasurer s office In the city of Decatur, Adams county. Indiana, on estimates of the engineer, reserving twenty per cent of the estimate, until the tlnal acceptance of the Improvements. Estimates are not to ls> con-trued n. an acceptance of I hat part of the work upon which thev are made. When the work Is completed In full, notice shall be given the county commissioners and engineer who shall Inspect the road within twenty duy*» afi»*r tbi* notice hit* been given, and If the work is satisfactory will accept the same and pay In full. All of which is respectfully submitted. John H. Blakey. Viewer. Sylvester i’ontlus. \ lewer. W. E. Fulk. Engineer. Subscribed and sworn to this ll'tli day of Muy. 11M>. <!.•! NOAH M ANGOLD, Auditor. KTOTICB OF OKAVELJtOAD ■LECTtON. Notice is hereby give# that pursuant to an order of the Imard of County V"““ nl «'" a ’7 at tht* noiinty of Adum**. •tutv of Indian*, made ami entered in their Mav. lWO.seitaloii. that there will be a special election at the

' A,famsb V n, t^ S ’ plae ? 9 ln Mdni-oe township. In of 118rui ' “” J Tuesday, .June 19, 1900, .‘,'ffe>*,»**> ,>U , r , p " e *‘ " f Wtenninlng the quest.on ! nii?rh U o f d u KOt macadamized road on and , along the following route, to-wit; < ominenelng at the nottb-east corner of the P 8 Quarter of section two, township am. mmmv II0 !’ t railgß IGurl, -‘vo east, in Adhe w? , Unty ‘ 1!1<lia "a. running thence south X 1,7 , “ections one and two; also beta ecu ’ BB | 8 ’ eleven and twelve; also between nous thirteen nud fourteen: also between " , '"66breeand iwent.v-four: also ■ en BecNbna twenty five and twenty-stx; ''•"'■t"e. ihirty-tlie angilnriy o„i 1,,,| 6C"i | hg With the "tv aggoner gravel /hi,,a 1 . . south-east corner of section ; 1 ■ ' Ve. township t aau.ty-six north, range t'**’ " “H’d A'Wms county. Indiana, 'he same being 31,786 feet or 6.018 miles. In wiiat-c whereof. 1. x»ih Mangold. Audltoi of -aid coui.t tijtave hereunto set tnv ' „P' auil ‘U’ 9eal °f ““id court, this -'•ld day of May, 1900. Noah Mangold. Auditor Adams ciunty. SHERIFF S PROCLAMATION. ! w 1. Daniol N. Erwin, sheriff of Adams county. >rate of J ndiana. do hereby make lAicolumu i<»n to the voter- of Monroe of Adamg county, Indiana, to meet in their respective places of voting as established by uie board of county commissioners of Adams county on Tuesday, the 19thday of .June. l«00. ° building of the Pleasant Valley si • 'ak (i rove macadam road in and tIM-ough ’ ’ 'i'’'H ip in >aid county, as described in ti>e .H'lt-r and notice to vote for rht building ot said road yes, But building said road no, DANIEL N. ERWIN. May 33, IPOO. Sheriff Adams County. I —■ __________________________ I ) E ocL IP J. lOX OFTHE "MEYER A BIEj L' HERSTINE MACADAM ROAD.’ t!V Commencing in the center of the public highway, at the north end of the ‘ Moser de 1 » nmaOGravel Road"’at the north-east corner of section twenty seven (27), township G * ' . noriii. range thirteen 113’ east. m Adams county, Indiana, running thence north betwi 'ectiou twenty-two and t '- ut) three . to the north-east corner of '.nd '(‘ciit !’ tv.enty-two :.*2); thence between sections fourteen (14) and twenW-three . to the south-east corner of said section tourteen <14;; thence north between sections t hirteen (13) and lourteen (14), <tlso between I*’ I'-ven <ll > Hid twelve (12). also b<*-, ’ n ' I s< it ions - • 11) and tw; i -I* nd terminal- 1 " - at the north west corner of section one, township 2»i north range thirteen <l3) east Fin said Adams county. Indiana. The same being 26,470 feet or 5.0132 miles in To ' Honorable Board of County Commissioners. Adams county, Indiana: We the undersigned viewers irhd engineers appointed by your Honorable Board >u the March Special Term, r.r o and in pursuant# to ih« within order of said appointment to proceed to lay out, straighten and assess damages ot an improvement as prayed lor in said petit 'm, wed i fflost o. spettiully submit the iollowing report: In pursuance to said order, we. James Mfe Wiliey. viewer, and W , e. Knlk. engineer, met at the auditor’s office in the city us Decatur. Adams county. Indiana, and Henry Miller as viewer, met at the office of G. R. Dickersoa, s tary Public, at Geneva. Adams county, Indiana, and after being-duly sworn as prescribed by law we proceeded to view, examine, lay out and straighten said road as shown by that part of our report shows a discription of ’ route nf tfi. pruposotj improved road, (said exhibit marked ’A.") Also a profile showing the grade ot said read u« established and showing the cuts and tills, also location of culverts and bridges. Said profile is marked exhibit “K") and the •• being ‘in file at th*- office of county surveyor. W e further find that tiie construction of the (imposed improvement in accordance with the plans and specifications herein set forth would be of great public benefit and utility. We 1 urtin r find no claiffis I<m damages of any kind whatever. We further estimate the c*ost of construction f the proposed improvement to be in.gi’Hft. , ROADWAY—GRADE, ETQ, TberoaJwaj- must be clear of all fences, trees, stumps, logs and other rubbishot what • ver n.itunMt may be. Ail 'tumps must be grubbed or blasted out cither in the drains oFon the grade. Thwright-«f-way shall be forty (4iu feet widtni If at any time during the construction of the road or grace or before the Huai acceptance ot the same, the road should settle, the contractor shall fill all depressions made by the settling thereof and restore the same to the grade Indicated ou the profile. The gi ade shall be of the double uack system, and to be of a uniform width or twenty'ix 26. feet from shoulder to shoulder, with a -;op. .< two i2i inches trom center to either •.Side. The side ditches «»hall be cut to a depth of not less than twenty-two (22) inches below the crown of<he grade. All side drains must be fully outside of tiju grade. All drains must be constructed in a neat an ! workmanlike manner, with sufficient fail and out let in order that they may cany ail the water that may accumulate therein and reu.ove the same from the highway ® The bottom of the drains to be unobstructed and continuous. All -4iie drainsahall have sufficient outlet to carrv tne water from the grade anj at no **' along the grad* shall the water be allowed to accumulate and stand therein, witb- , out being drained properly. The roadbed shall be made in a smooth and workmanlike manner, and to be inspected and accepted by th(* superintending engineer of tht* road in 1,000 feet srctions before any materials are placed thereon. Grade and line stakes set W the engineer and destroyed through the negligence of the onntrartor will I • w avnln Rt thp • KpettN. The crushed stone shall be placed unon the grade or roadbed to a width of ten (10) feet and b» the depth of twelve (12» Inohes in the (■enter and nine •’ inches at the engr, and in such a manner so that the stone will be placed on the west side of : 4 ,e grade from suition oto stati m and from station 52-50 to station 105 50 th** stone shall l>e placed >n tin Southside f tie grade, dlroin station KG-.’si to station 264 70 the stone be placed on th* cast side. The hip nearest fihe stone shall be at least three feel tiom the edge ot the stone, and on t he opposite side it shabe thirteen (13) leet the-ame to be used as ’he traveled earthen track. All materials to I e pitted on the gtade in a neat and workmanlike earner. The subgrade shall be rolled thoroughly with a roller of md less than a six (8) tons weight, after having been graded in before the placing thereon of the materials. The stone shall be graded in and rolled be* fore final acceptance. » CRUSHED STONE. All stene mu«( be orutbed bo that at least eighty (BP> per vent, of the coarser particles ahiill puss through a two-tnob ring and all screenings to be left In. When the -ame I. unloaded at the "dung; the contractor shall rake the extreme coarser particles to the laittom All stone must be crushed an that all particles or prcuuots are of the same, as la usually produced by a Gates' Gyratory Crusher, anil to be placed on the grade as heretofore mentioned. At such points crosses the bridges or stone arches already In or that may boreal lep be put In. the two shall meet on either side of the bridges or culverts, and form a graceful compound curve, each resuming the proper isisitions as heretofore mentioned; also that the approaches to them shall be stoned to tl.o full width thereof, and to extend either way to the distance of fifty iso> feet, gradually sloping to meet the earthen track, while the macadam track will remain as mentioned. STONE—MASONRY. All hulk heads of tiling, and all additions to wings of abutments already In. are to be constructed of limestone eiiual In quality to the pnalucts ol the Buena vista quarries, none of which shall lie less than six (6) Inches In thickness. said stone to be laid with g>x>d Buckeye Portland cement and sand mortar made tn proportions of one part good cement to two parts good clean, sharp sand.

Each laver or course to be of regular thick | nt ssami the work to be b >und every other course, and shall extend entirely across, except at points of Junctions with the tilt. The ends of the tile on either side of the grade are to be laid in a stone wall of sufficient length soastoextend eighteenth; inches on either side of the tile. Said heads at the ends of the tiling to be two (2) feet thick and to commence below the freezing point on solid foundation and at least eighteen (18) inches below the bottom ot the tile and to be built up as high as the road bed or grade, aud to be covered with n coping that, is at least six (6) inches thick, and to extend three (3) Inches over the wall except on the side next to the grade. Said coping to be one solid stone. All masonry to be pointed up. also all layers to break joints at least six (6) inches, and not to exceed three-quarters (?i) inch joints between layers. The ai 'igag nts and wings at stations 16-66 and irs-lOtfir to be 1 remodeled and extended as the nature of the work requires. TILING-SOFT OR RED TILE. w * From station 187-90 to station 200 there shall be one string of twiiy* (12) inch tile on the west side of Die gra.Tst 'Hid Q, ire to lie first-class tile >n all respects, and are to be I tX to the grade as run by the engineer. The tile shall be placed in and inspected before filling up of the trench, and the side dram over this part of fhetillng need only be twelve (12) inches In depth. At such points along the line of 4i>e tile, the bottom ot the tile may not he solrwcnough to lay the tile thereon, the contractor shad tamp the earth thoroughly or place plank therein so as to preserve the grade thereof. At the upper end of the tile there shall be a stone wall so as to prevent the disturbance of the tile, and a east grate shall be placed over the terminal of the tile set at an angle of not less than 45 degrees to the tiling; said grate to be set securely in the masonry. Said wall to be not leW than two i2> fee*'’ thick, four (4) feet high five feet wide, and to extend one [l] foot below the bottom of the tile that is mentioned in the wall. At the lower terminal the tile Stall be securely set in thrwaperture as 1 Hind in the wall or wing. © 1 CORNER STONES. LAND-M A RK S. E#C. | ® ® BOULDERS, AT"W'RNS. The contractor shall inspect all cornerstones. land-marks, etc. while gradingAt »ueh points where the ;,,aMltdaiM tiark makes right angle turns the contractor shall place large boulders or stones on the short side of the turn, and securely set the same so . usto prevent the crowdim; of the stone Into the trenches. ® TILING The tile indicated in said exhibit “fl” to be of the size mentioned an,l to be of first quality salt glazed vetrified sewer pipe laid across the grade at right angles thereto and at such points as mentioned. (fs Said tile to be placed to the proper depth so as to convey the water from • ither side of the i _grade. A All culverts to be thirty (30) fret m length. CULVERTS® Sewe£‘ pipe culverts are to be placed at the » following point*, viz: (•) At station 10 plu* 00 feet, a 12 inch sewer: At station 4'.’ plwOl feet, a 12 inch sewer: ’ At station st j us 55 feet, a 24 inch sewer; qAt station i# p1t.7’50 #ot, a . ftivLorwci. At station 127 plus 50 feet a 12 inch sewer; At station 137 plus 4<» feet, a 12 inch -ewer I At station 15s piu> 50 feet, a 12 inch sewers; At station 176 plus ?0 feet, a sewer. <?At station 210 plus 20 feet, a 13 inch sewer; 1 At station 211 plus HO feet, a 20 inch sewer; Ar station 236 plus 20 feet, a 12 inch sewer; I At station 230 plus feet a 1 Hu h «ewerI At station 264 plus 50 feet, a 12 incn sewer. WBLLS-CONSTIttCTION Wells are to pe placed so that the center of the same will be on the- line of the rlght-of-j way on either side. s ' Said wells to be built of the best hard burnt 1 brick, laid Hat wise ajnd to extend eighteen (lb) inches below the b#tom oft* til* and to be walled to the surface Said wells to be not eighteen (18) inches in diam<|er. also the wells shall be covered with a cast iron grate securely plac'd thereon. The contractor s&Sil furnish all soft or r* d tiling needed to make tne proper extensions and connections, which shall not be less than , the outlet al ready in. Tcontractor shall make all necessary excavations and connection'and shah be of t the prop* ! depth to completely drain the particular points for which they are intended. i WELL- LOCATION, ETC. • At station 36 plus 60 feet. 2 wells: - At 'tanUm .V) plus 50 feet, 2 wt Ls; At station 137 plus 40 feet. 2 wells . ’ At station 144 plus *o feet, 2 wells; At station 252 plus 40 feet, 2 welis. BRIDGES. LOCATION. F4JC. P At station 16 plus 60 feet, an 8 ft. span, with 16 ft. roadway, clear: f At station 119aIus 10 feet, a 10 ft. span, with 16 ft. roadway, flear: ® At station 200 plus 10 feet, a ft. span, with I 16 ft. roadway, clear. t BRIDGES-KIND,CONSTRUCTION, ETC I All bridges are to be of the steel type and of a 125 pound carrying capacity per square foot. 1 factor ot 4. . Ail bridges tobjhe Moored with good sound 1 white or burr oak lumber, two and one-half [2 l 4] inches thick; same to be spiked down in ) the middle and to be fastened at the ends ) with a 3x5 inch timber, aecurely bolted to the • beams or Joists. All bridges to be furnished with side railing or latticed fence. All bridges and culvert • are subject to the inspection of the engineer and county com- [ irtlfcHioners. All bridges to be painted with a coat of good r metallic paint after erection. STIPULATIONS The work as it progresses will be laid out by the super 11 tending engim er. and all stakes sat J by him must be preserved. 1 The contractor shall lever down all bunks, I etc. caused by putting in bridges ami culverts j or caused by any other agencies. 1 He shall al'O provide a suitable driveway I around them wbi e performing such changes 1 ts possible. 1 The material-for the improvements at the various pfhees shall be on the site before the 1 old materials are removed. 1 The superintending engineer and count v 1 commissioners reserve he right tolncreaseor 1 diminish the labor or the amount of materials used. ® 1 All such Increase or reductions of materials U'Cd to ( e eslimated by the superintending 1 eit4>ineer. for which the proper allowances s will be made in the final settlement. 5 It Is expressly understood that the superintending enjlneur shall hate the right to make - any necessary changes when needed while said proposed improvement Is under construction. The superintending engineer and county commissioners reserve the right to Inspect '* the materials used and condemn the same If ' nee&ssary. and any materials so condemned 1 Shan be removed from the right-of-way and not used at any time In the construction ot ’ the road. r At such points when* large open drains run along the side of the road or grade the same ■ shall be filled up and re-exoavated at the 1 proper place, aud such re-exoavutlons are to be made as soon as convenient after contract - Is awarded so that all earth will fully settle. All sewer pipe, bridge material, stone, etc » such as Is used In public Irnprovments. and. > are now along the line of the proposed Itnr proven ent shall become the property of thu I township in which It Is located. GENERAL STIPULATIONS. ’ It Is expressly understood that the contrac- ’ tors are not compelled to place In any tile, > eulvcrti. bridges, grades or upproaches at any private lane crossing, road, etc., or It any fence or posts or similar matter that may be In the limits of the right-of-way ot the proposed Improvement and same 1s not removed > by the party U> whom tney belong after nav- • Ing sufficient notice, then the contractor shall ■ remove same. 1 Also all telephone companies owning anil 1 operating or maintaining anv lines or pules on or along the Hue of the proposed Improvement shall remove them to the outer edge of thn right-of-way, and to be not nearer than i one 111 loot on said ilght-vl-way. as laid out by the engineer.

Ca-PITH-L $100,000.00. SURPLUS $9,000.00 « • « TH-E Decatur National * BANK. * ’ .* IRc-org«iqi/J.iqUar'y I, 1895,) DIRICTORS. ' « * » P. W. Smith, President. C Z' tx.T f i W. A. K vebler. Vice-President. UtO/l* I I ), OAmDugan, Cashier. .. " E. X. Ehinoer, Assistant Cashier. J. B. Mason. ®* * * J. 11. Hobrock. * iNDI/tNft. — fe WHEN IN DOUBT, TRY They tuve stood the t«t of years, OTDfliin and have cured thousands of T V I ilullU > 0?l r ZZ>cases of Ner<us Diseases, such W effr j-y Wk ®* Z2iness,^lec P^ eas “ flf APAIIII and Varicocele, At; ophy.&c. V W. r Au AIFS ■ They clear the brain, stiengtheu \ Vs— circulation, make digestion perfect, and impart a healthy vigor to the whole being. All drains and losses are checked permanently. Unless patients \ l’ ru P cr ly Lured, their condition often worries them into Insanity, Consumption or Death. Mailed • *a!ed. Price f i per box; 6 boxes, v ith iron-clad legal guarantee to cure or refund tha money, $5.00. bender free. book. Address, PEAL MEDICINE CO.. Cleveland, 0 ® Paire Blackburn, druggist. Decttur. Indiana, PENNYROYAL PILLS SSB • ’ SfelHBL " r ani ’ ItfiHish "pains of menstruation.” They are “LIFE SAVERS” to girls at. womanhood, aiding development of organs and body. No known remedy for wnmejrreqiiais them Cannot, do harm—life ■.'» becoinjß a pleasure. SI.OO PUR BOX BY MAIL. Sold by druggists. DR. MOTT'S CHEMICAL CO., Cleveland, Ohio. @ For !%le by Nachtricb & Fuelling. HEALTH and vitality ■ ■■ NEHVERIWU r’ILLS The great remedy for nervous prostration and all diseases us the generative organs of either sex, such as Nervous Prostration. Failing or Lost Manhood, Impotency, Nightly Emissions. Youtnful Errors. Mental Worry, excessive use -of Tobacco or Opium, which lead to Consumption and Insanity. With every AFTFP IKING $5 order we guarantee to cure or refund the money. Sold at SI.OO per box *•- Aritnuoirw. 6 boxes for $5.00. DK. MOTT’S CHKJUCAI* CO., Cleveland, For sale by Nacbtrleb A Fuelling.

All gas or oil linqaor pipes owned or derated by any company shall be lowered or replaced in such a ni tnuer tMkr tn#-y will not interfere with the construction of the proposed improvement. PARENTS. All payments for said improvements will be paid for in casryit the treasurer's office, in the city of Decaiur, Adams county, Indiana on all of the engineer, reserving per cent ot the esumate, until the final acceptance of the road. Estimates ate not to be construed as an acceptance of that part of the work upon which they made When the work has been completed in full, notice shall be given the ccffintv commi."ioners aud Engineer, who Sliali inspect thu road within twenty [2o] days after the notice has been given, aud if tha work is satisfactory will << ept the same and pav in full ® % & W/ ESTBU '’E3-FIRST SECTION" The first section includes that Dnrtion of th« improvement from station 0 to station 105-60. l ength of first sec i*>n. 10.560 feet, or 2 miles. No. of yOds per mil**. 171:, yards, bridge approa* he< etc, 20. . Total no. of yds.. Ist section, 3.444. 3444 yds. at 75cts, -Hk)*- oo 3<4l yds at 4" cts. baffling 1377 uu< : Grading 400 (M) Sewers and heads 125 00 Wings, extras, etc <£). . 4” O’) Wells and connecticns 30 00 Total - • • 6014930 60 ® SECOND ACTION The second sectfhn includes tbi' portion of the improvement from life. • o (•> station 264-70. . • ' a •132 miles. No. of yds. per mile. 1712. ® No. of yds, 2n«G sectionfeul"/.' No. of yds. bridge approaches, etc. 30. Total number of yards, 2nd. sec. 5189. <v> "I*9 yds. at 75 cts, stone. .. 75c 5139y<is. at 7ucts t hauling . Grading 28) 00 Sewers and heads 290 (X) Weils ami connect font 16 u Bridging. 250 00 Tiling, red tile 140 00 Incidentals 300 00 Total 38829 05 ® ® Total estimated cost.. 313759 65 Interest., estimated q 6191 M Total estm ted co«t and lSt'st.o 119951 19 0 All of which is respectfully submitted, James M, Willev. Viewer, Henry Miller. Viewer, \V. E. Fulk, Engineer. Bubscrioed and sworn to this 24th day of April. 1900. NOAH MANGOLD, Auditor. ® Per C. D. L , Deputy. NOTICE OF GRAVEL ROAD ELECTION, Nutice is hereby given that pursuant to an ord»*r of the board <»f • inty commissioners of the county of Adam*-, itate of Indiana, made and entered In their May. 1900. session, that there will baa special election at the regular voting place in French township, in Adams countv and Stay of Indiana, on Tuesdaj. /uue 19. 1900. (or the purpose <i( dstermlnlffir tb< «iiestlon ot the building of a maoadikmized roaS on and along the following route. to.vli Commencing In th.- centdr >f the public highway, at the north end of the MtWer and Lehman gravel road, kt the northea.t corner of section twinty-seven, township tweuty<ix north, range thirteen east, in Adams county. Indiana, running thence north tietween sections ■ and ■ to the northeast corner of said section 22; thence east between sections 14 and 23 to the southeast corner of said section Ii; lhence north between seeiioiis l.'iandH: also between section if and 12; also twlweeu sect loos 1 and 2 and terminating at the northwest corner of section 1, township 26 north, rang. 13 east. In said Adams countv. Indiana, the same being 2647') feet or 5 0132 miles in length In witness whereof. L Noah Mangold. Auditor of said county, have hereunto set my I seal] hand and the seal ot said court, this 23rd day of May, 1800. jt<oah Mangold. Auditor Adams County. SHERIFF'S PROCLAMATION. 1, Daniel N. Erwin, Sheriff of Adams county. State ot Indiana, do hereby make priK'lama tlon to the voters ot French township, of Adams county. State of Indiana, to meet In their respective places of voting as <’stal>" di tsl by the tsiard of county commissioners of Adams county on Tuesday, the 18th davof June. UMH), to vote the building ot the Meyers and fllebersteiti macadam road In and through said township In said county ns described In the order and notice to vote for the building Os said read yes. not building said road no, DANIEL N. ERWIN, May 83, IWO. Sheriff Adams County.

Gone Beyond the Limit. JSt. Louse, June 12.—Inquests were held on the victims of Sunday's riot *n Coroner Lloyd this morning. President Mahon of ' the street railway union, has sent a telegram t(L President Gonipcrs of the American Federation of T.aiwir requesting co-operation ' and assistance, ami declaring that the rlight In St. I.i«is had gone behind the limit of any battle ever waged between organized labor in the history of the country. ® At a massmeeting of strikers aud sympathlzi rs lust night the action of possemen in slwoting the Strikers in Sunday night’s riot was denounced.wA uumuilttee of in was to prosecute the men who did the shooting ® To ( all National Guard. Ji.ffersou (Tty. Mo., June 11.—Gov Stephens said last evening that every thing Is being put in readiness for calling out thfe national gu.tkl of Missouri to 1 quell disorder in St. Lqgis consequent to the street railway strike but he will not issue the call except a< a last r. sort. It will cost, he says. $5,000 tOigland 2.500 men in St. Louis and as much per day to ftaintitin them * and as there is no appropriation “for that purpose ht* does not know how the legislature would viiju a defieien -y of SIOO,OOO for maintaining troops in St. Louis. ® Fatal Trollejp Collision. Providence. R/1.. June 11. A frightful accident resulting in the loss of six lixj's aud the injuring of 2'f [s-o. sons aecurred on the Oakland Beach electric road at inion Sunday. Two cars met in a head <>n collision on a sharp The .car coming toward file city telescoped"the down trip car, crashing its way through to the fifth seat. A Word to Doctors .® - ® We have the highest regard for the medical profession (>ur preparations are not sold for the purpose of antagonizing them, but rather as an aid. We lay it down as an established truth that internal remedies ale positively injurious to expectant mothers. The distress and discomforts experienced during the months preceding childbirth can be alleviated only by external treatment—by applying a liniment that softens and relaxes the over-strained muscles. We make and sell such a liniment, combining the ingredients in a manner hitherto unknown, aud call it Mother s Friend We know that in thousands of cases it has proved more than a blessing to expectant mothers. It overcomes morning sickness. It relieves the sense of tightness. Headaches ceasSi, and danSer from Swollen, Hard and Rising reasts is avoided. Labor itself is shortened and shorn of most of the pain. We know that many doctors recommend it, and we know that multitudes of women go to the drug stores and buy it because they are sure their physicians have no objections. We ask a trialjust a fair test. There is no possible chance of injury being the result, because Mother’s Friend is scientifically compounded. It is sold at |t a bottle. and should be used during most of the period of gestation, although great relief is experienced if used only a short time before childbirth. Send for our illustrated book about Mother'e Friend. THE BRADFIELD REGULATOR CO. ATLANTA, GA.