Decatur Democrat, Volume 47, Number 14, Decatur, Adams County, 11 June 1903 — Page 2

Advertising...] APPLICATION' FOR LIQUOR LICENSE - it • , :ie Olt v , a: ur A_i *. (. ■ , -■4® ;ru th. Elzey i a * / -•! 'i aa rd a person over tbe age of twenty-one years, i iuid a person not in the habit of becoming in- I lox tested. and a fit person to be entrusted j with the sale of intoxicating liquors, will ] make application to the board of commissioners of the county of Adams, at their July se-sion tor the year 1903, for a license i to sell spirituous. vinous and malt . and other intoxicating liquors in lea* I quantities than a quart at a time, with I the pr u - ora? to be i pr» r . -.* * ••. r e *o> . .he place where I desire to sell raid inroxicatinz liquor* i* a one-story brick building front- • street in naid citv bring tbe ground floor with front and rear openings tof.G -.: . : n the )-■. »w;ng . premises to- > . • U<fam ecciog 11 feet west from tbe sout-< aat corner of inlet No. I*l in the city of Decatur Adatus county Indiana thence running 132 feet thence west 13 feet thence south 132 feet io the north line of Monroe street thence east to the pla<*e of beginning. Said building. i> sfttiat* don the south end of the above des*’ • cribed strip of real estate and is 31 feet long by 12 feet 8 inches wide on the inside. I will at the same time ask permission from •r ’ insiniafY; a lunch counter in’aforesaid f r the parpose of ael tinging lunch. 13-3 DILMA ELZEY. Applicant. V r UTICE OF HEARING OF DITCH -A PETITION i L. V 'beets Notic*- is hereby given that a petition ha* been filed with the auditor of Adams county •4 f •«. ;.te ■ .‘. .ve \ . u»d a* ■! feport* i 6a. . th w, whi.-h is or* file in my office. The hear- ; » M nday, July 6. 1903. . the sar».p being the first day of the July ; term. I'ae. of the board vs commissioners < I A • 11! 'y. 1 n . tnu. .» »• 51 r j-: t • • • n -rib 47 dt-irrv. - -aMtwenty-twenty-four 24 'N; tbem-e north 10 degrees. • eighteen 15 rod*, thence north 75 degree*, west twelve- ]J rods; thence north 40 degrees, six 6 rods: tbence north 10 degrees. east . twelve 12 rod*; thence north ST. degrees, east twelve i ds; thence north 55 degrees, east X A ,■ f. * ' .>■ Z’ » • *. ■ S*t tw» . ■: j r.’.rth 45 east six 6 rods; thence north IGdegree* east twen-ty-one 21 rods; thence north 45 degrees. east tbrev j rods; thence east twelve 12 rod*: thence north 45 degrees, east nine 9 rods: tin nee north nine 9rods; thence east twentyfour ‘-54 rod*: thence north 45 degrees, east fifteen 15 rous: thence north twenty-four 24 rods: thence nui.h 50 degrees east nine 9 ’ rod*: nc north 4* zn-* • *\ • r>xi< thence n< rth 60 degrees, ea*i fifteenJs rods: thence north three 3 rods: thence east twen-ty-tig a’ -i" rods: thence north -odegrees, vt st eight * r<»d*: thence north sdegrees, east nine 9 rod*:, tn* nee north 65 degrees east iniriy-nine 39 rods: thence north 45 degree* j east mne 9 rods; thence north 10 degree*, east twenty-four 24 rod.*; thence north *5 degrees. < aet twenty-one 21 rods: thence south 80 de-yr-es. east twenty-four 24 rods; th» nee south » - f*.e«*t tw t-i v*- 12 rvds: i!i.ri<’»- *outh j 'lndegree*. east eighteen 1K rods; thence east • f'.urteen 14 rod*: thence north 40 degrees. ; *-asttwJ 12 rods; thence north 28degree*. . •_ Airily f . • 24 rd*: ti nee. north 4’ de-gTees.e-’*t fifty-four 54 rod*; tbence north 37 degrees, past six 6 reds; thence north 3*l degre»?s, east 15 r ds: thence nor: h 10 degrees, east eighteen 18 rods; tbence nor h 2<» degrees, east him - tbence north 45 deft « de_'l*-*-*, east eighteen 18 rods; thence north 45dvzre *. • a*t nr rAd*: ter »• noilh fifteen 15 rods, and terminaung in the .Mt ntzer • Pa**iing through and affecting the lands of L. m. Bnitey John A Fhrinan. Jacob H. K'.kvr 4 uihriiu Knave! Al Knavel. John 4' r U r\ er. W l‘. tarkley G*o Schaler. John A. iiar~lev Geo. ders Chas W. Ahr. Manearet r . Beatty. Ad le F Cahow. H. < &i : rn r. Ilarn.on Bluer. Geo. Ohler. * . P. Aijthro- sdam Bit-ntz David Gleckler. lunrna Shee’s. Mary *w h ti V»*. Fie r. Gerke ' A. Br»Hdteck. H. L Helm M . ,h»*-pf. M >1 J<4iu Mill* r. Wi liam Hart. E nanoel Hart. Lucretia Hawkin-. I. J Davids H-nry Hart. Rub-<-r **. Stephrgon. Orpha E. Wert. H. D. Boy !e-, Fran k Gleck’er < L. V Shee’* »ohi» A S’ er s. Mary M. Hin tun. Ca'inine David | F h f rvch. John E Erexson. L and C and [ B v her lei mil a E Wherry. Jacob Krick, i V. C R i niyg \\ li ni u y. Heu;> hiick't;>' r. ' ii.i*. ! n.aiv y, J. : W I B ake> •'C M. Blakey, : Wn , E Blakey Ch r ist Scham- rloh. Fredeuc 1 V»ri. nd, Henry Hough. ti.: ’ l . Kerb*-! O.a.* Grote, Fanny Meyers, J F. j LtVtlia A Wafers Leii ia a. Sub r,>p Ft u t M . IWintz, Marj Retaking, Chas. H • Grote. v Ford. Blakey. Ed » Rlakey. w p hlu ? e\. II ! F. IU iikir g. * ’ I . I

i-_n H Murphy. J I» N» • e« Ot v D <’ | . . I. . I Alfi [> J srodV rof * (1;; nis Conn y Indi n<. pursuant r> f ' Hutu Line. wxh west and”ih r v-one 01 rds ‘.outh of the corner of the southwest quarter of ev t <>:- rwn~enor h 49 degrees. ‘-agt :>6 rode noyli r«: gr» ■ t •■’- r > th u nortn 10 • ueiruM-ib! 1? r hj**: then-*- ri«<rtify-2' rods: | thecre north 32 degree*. east 27 rods: thence north degrees, east 16 rods, and terminating in the W F. Kmtz.l>.i-h;>t a mr nine rote east of a point that is fifty rods south of Hi l northeast corner of the east half of the I jscMith»»esr , »fiii>rter of section five (5). town- I st>ip t wewty -seven (27) north, range fourteen I <l4) (4St. Passing through, also affecting the lands of John H. and Garrett Hessler. Bernard H. Merer Joseph Meyer. John 8. Meyer, and .Mary Meyer. Barbara Weber. Frank Weber. John - Weber. Snyder, heirs at law of Sbiion Wener. d; John Lengerich. Mary M. We> r. Charles M. France. J I»ayi< u B<-Stier. an< iu-'.e Bennett, at law of Elizabeth France, deceased: Washmfjjiing north and south between sections fiiv an »i.x: also east and west between secticwsflveand eight. TheZToledo. St’ Louis i At Weastern Kailroad for right of wav titrough «r>r<x>ns five and eight in said Washington towneLip. tßram-h No. 1. i at a point that is twenty-foifr rods south and twenty [2o] feet wot of

the northeast comer of the southeast quar A. .. . ra -tofore n.< ■.’>'nv<; running thence north 72 degrees, east 24 rods; thence north ST degrees. ea*t ls*rod*: thence south «2 degrees, east 42 rod*, thence east 42 rods , tbence north 54 degrees, east 16 rod* ani in feet, to the intersection of the main ditch, at station 4\53, and there to term inate. , P: *m.’ -'--roi -S. also alTvctinz th« . -r :* Ar:. * md Lucy V. Amspauzh. ‘ ‘ yb* M. France. Dayton Boerstler. Maggie Bennett, heirs at law of Elizabeth France, deceased; Mary _M. Weber. Barbara Weber, Frank Weijer. John Weber. Catharine Snyder, heirs at law of Simon Weber, deceased: «and Washington township for the public btgnvay between section* five and eight; also sections five and six. Branch Na 2. •nV Commencing ot a point that is fifty two [s2'; rod* • t*t and -or ,'F r k! sou’ii of tic- n rteut> west quarter ot section eight [’'? township and range heretofore mentioned; running thence north 32 degrees: east 18 rods; thence north 6 L . degrees, east 12 rods: thence north 29 degrees, east 6 roda: thence north 62 degrees. ea*t 12 rods; thence north S’* degree*, east 12 rods: thence north 41 degrees, east 6 .v I Passing through, also tbe la r: p Mary Weber; Barbara Weber Frank Web* r. John > Weber and Catharine Snyder, heir* at lav of Simon V' - p west between sections flveF and eight in *aid Washington township. Will on Monday, June 15,1903, at ten o'clock a. m. at the auditor's office in the city of Decatur. Indiana, receive sealed bid-» for the construction of said ditch aa follows; From station 58 5-6 to atath-n 32. section 1. Fr<»m station 32 to station 0. section 2. From sta.ion 23 plug station 0. branch No. I. . tinn n pin< 10 to station 0. branch No. 2. All of the above branches will bs section 3. sponsible bidder. Bidders will be required to file with their No bid will be received or considered for nurethau the estimated cost of said work ABE BOCH. 13t2 Auditor Adams County. Y<»TI( E BE< GIVING BIDS FOR < ONSTBU< TIC IN U1 PUBLit DlT< ll N • • * her- v g: .. n tua: i. A • B audttorof Adams county. Indiana, pursuant loan order of the board ot commissioners for ti • Beginning B’. a forty-eight G' r-i* nortn au-i. eight (8) rods west ot theefmtb-u.-*t - r • a*t half of tie quarter of section twenty-one (21 jrtownship t.m •,ty-s»-\»-n i-’?' tiorrh. range f< ur’« ”n 14 east, in Adams county. Indiana. Running thence north twelve (12) rods; tbence north five degrees west six 1»» r<»d*: thence north 1» degrees east thirty rods; thence north isdtgrees east twenty-four «24< rods: thence north ♦<) degrees east eighteen ■l-) rods tteuce aortas# sixty • thence sou’b 75 degrees ea>t eigb een (!*• 6 r»xj*; thence nor'h 35 degrees «ast forty-two 42 rods: thence north sixty ((D) rods: thence south d-zree-, east thirty-blue (30 rod : thence* north 47 degree* east eighteen 1* r»«ds: thence north 75 degree* east fifteen «15 nxl.*; thence s'uth 75 degree*eas *i\ <i rod*: thence south 4" degree* east eighu< n (lb) i r -d*: thence south 43 degree* vast thirty- l three (33) ro 1 *: thence south 4 s degree*. ,i*t I twentv-one (2D rod*: thence * >uth *e degree* er* tw'lvedJ n>d*; . hence n<»rl h*7 degree* I ea*t 11rriy (•^ , : ■!* rhenr. * >uth v 2 <>_■.* i ea*t fifteen (15) nxl*: thence nortn 45 degree* | east fifteen <ls) rod*: th mt north 75 degrees! eas thirty-two 32> rod*: th»-nee north 35de- | «ree* west sixty four-mi rod*: ti ent* nor b | 3w degrees wv*t sixty seven • rods; nor .. 25 d. zreeg we*( thirty (3U- rous: thence north 30 degree* west twenty-four *24 nd»:i th°i; eri r h six ’• rods; ihmce north <’ de- | gree* uvst twenty-seven (2D r>>d*: thmee |

. ort > *5 :x (»• r d*>: ihence north 45 «’• -urces west fifteen 15> r Us: th* i c -n ,, rth 10 dcgr es we-t eighteen il'- rods: the ct mum 45 de.:rees e;t*i six < > iod*: ’bt-jiry n r?.- de- • trrees ea l *!- six (•> rod*: ih'mcr tioi'ih A) decrees »e.*t nine ’3) rod*; thence n «r’ h de■zre» * <a*jsix >'> rod- tin no in rhih degrees w .*; twenty-seven (27- r- d*; thence 35deirre» > west fifteen >ls) rods: ’hence north 30 q« greets east nlu • rods: thence north 35 d« ure s west e ix >6) rods; thence north 60 Oegr»» west six (tt) 'uds; hence north 5 degrees west twf ive(l2- rods; th nee north 10 -• rots i them enorth ♦ ♦ -*■* idtin. io 80-urn Run or the James Orfden dn-’h nt »•* rods »*est and six rod'south of the northwest corner of the south naif of the southeast quarter of section ten ilO), town- ■ - • ;«ige fourteen (14) east, in Adams county. Indiana. Pussin-' tbrr!-h a’H. s’:”2 lands of Ed and J>*ie Chronister John P. Brown, Harmon W. j*eli.*un./er. Andrew Milb-r. George D. B ow . 1’ terani Margaret Koenig. Margaret Koenie. H nry Schutz. Catharine Schultz, UoppeM. Joseph Herman. ai.Ves I’eter Meyer. .hum P B k r. Peter H&se, W. H NjjHca. M-thiis.M >■<••. < atharine Bos.*e. Villiam Hartings. Auau J. Smith. D. G. M. Ir> .B . ■ '»n ■ B. Holtlaouse, ’ 1 *<•(• and a “h Andrews Lucinda B. Hessh E B B »i i tV n t <’•s hin. Julia Colcnin, > » - ter j • let C. Miller. G'-and KapicsA: 1 ndium Railway Company •M ■ To.-. -.nip, DI S RIPTION OF THE BRANCH NO. 1. B» ginni - ar a point sixty-eight rods north • . i > * vast of the southwest ■ oruer of the u< r quarter of section - * enty-two p2j. >ownship and range beretof »rr men'ioned. iu Adams county. Indiana. Running thence north 70 degrees east twenty- < ■ . twelve rod*: m i m east nine I»1 11ids; • hence north 70de>reeseast fifteen [ls] rods; • •’ • _rees east eighteen [D] il.eiice n-rth decrees east eighteen i- r /'L: tiuu.ee north 75degrees east eigh- . r . ;ti. e north 34 degrees east thiny-tiireo rods; thence north twentyhc >T. thence jjorth 4-5 degrees east six rod* thence fabrth Ju degrees east twenty-four [24] rods; thence north 20 degrees east twenty [2u] rods and terminating in the main di .ch at station 74. Passing through and affecting the lands of John P. Brown. W. H. Niblick. Mathias Miller. Jacob Omlor. Andrew Miller, George 1). Br »wn. Grand Rapid* A Indiana Railway Company and Washington township. Will on Monday. JdSe 15,1903, at ten o’clock a. m. at the office in the city of bids for the cd*ktruction of Fafffl ditch a* follows; From station 161 to station PJS, section 1. From station 135 to station 108. section 2. From sration l(b to station “1. 3. .»• r«ms *r;i’><>!• to station 55. section 4. From station 55 to station 28. section 5. Fnim station > to station 0. section 6. From station 36H to station 0, branch; section 7. The contract will be let to the lowest responsible bidder. Bidders will be required to file with’ their bid* gjg<lavit* :is required by law and successful bwaers will be required to enter into a contract with the auditor for the construction of said work, and to file a bond with surety to be approved by the auditor. No bid will be received or considered for more than the estimated cost of said work. Detailed plans and specifications will be found on file in the auditor’s office. ABE BOCH. 13-2 Auditor Adams County.

Q ,>(T T ' ’TH >T. 'IARY' •x Mai ADAM K'JA.' Di, rlpronof tbe utb St. Marys Macadam Road ■ Commencing on tbe township line ween Washington an St. Mary,, townships, at a point Where tbe Decatur and saiem l.oaa. ■ • ,-r... -. • ' ' - ■■■'- " ■ Dvratur and, saleli road thre .:zh on «cU?>n !iM?>>etw™nunionsnineieen ’ and thirty i3u. to the section l.ne r P, nn s<)uth between s-etions twenty-nine =«»’ ano thirty 130 ) thence south on said section line, to the southeast eornerof sect! »n. theoce east »”» section line between-y" , twenty-nine I*l and •hirty-iwo a : p .int whT-- the Decatur and sir m Road runs south, tbence south tbr ugh section , thirty-two to tbe township line, between St Marv* and Blue Creek township*, and there to terminate, ali ot *<tid n*<d »»tinz m st Marv, t.■«-r.'iitp. Adai- « county. Indiana. The same belt..'. -IHIO leer of t.'JSa mtirs. To the Honorable Board of Commissioner. I Adam, County Indiana: We the nnder-ign-d viewer* and engineer oppoioted bv your honorable bo .rd at tmMay term. 1 «i. and In pursurance to th. , wlihln order of -till appointment to pnx'ev 1 to lay out stralghtei ,nd dftww - an improvement as pnyed for in -aid lion would m*>st re*pectfuliy submit the | following reporr. In ponurance to sa d wder we Amschwander. Philip Ba.er a, viewers and .GeoreeE M<-Kean as engineer, met st: thej Auditors office in the city of liecatur. Ada * county Indiana. a"d after being sworn ■ as prescrib d by law. we proceeded >« view examine, lav out and straighten, said road | n,shown ov that part Os oor report which: > -■ t ■ . o ■ - ■ the proposed improvement. A *. • 4 p’ • *:r t’e Jr tif' t *a 11 . ’ .• io ovemeai as established, and showing the sol 1 bridges, said pr ’file* .urged "exh.o:'. _>• Audi r . J \V v farther find that the <»ns rod wthti e pi'4n» and *pe* .*r *. : • •ell f r: v. ’ i.rthertind nocudmsfordan.a.vso. any ; tft ed improvement t j be *1414 o®. T!.h roadway mn*t be <•hear of a’l fcn e®»| ihe : be fortj .* feet in | » * /[.< of tlif ee ' / iuchvs from center to either not les* ’bun ••.-’ir.* -n [!*’ in All side drain* to be made fully outside of | I the grade. AH side drain* t<. i*constructed in a neat • ryall the water that may accumul are therein an J remove the samel trom tbe higbwa”. - ~ From *rat *;n HT tu *tatiu’i W there shall ofther-»<d. Sai l tiling Ito put in by tbe e»m- i tractor and to * grade hereafter to be given by the engineer. At tbe end of the tiling at station !2j there shall l>e built a stone bulkhead. I ;,<• r -•: *b . be Suilt a>• ■ >th ana workmanlik*’ manner and to l>e inspected vid . . <y th*■ ?up* rint■ m: ze .-‘.u ■ r us the road in I.OOC feet sections, before any materials are placed thereon. Grade and line sukes set by the engineer and are destroyed tnrouzb the negligence of the contractor, will beset again at the coniracior’s expense. CRUSHED STONE. KIND. ETC. Th* crushed stone shall be placed on the * it, grade, or road bed. to a width of ten [lo] A . r and to a d*-pth of twelve J 2; in.-he*• ;n the center and [lo] inches at the aides. The coarser particle* are to be placed on the grade and the same to be covered with a cover or layerof screenings to a depth us two [2] inches, and in such a manner that the material* will be placed on the east and • sid»-< f the stP-zra ie. leam za *;>!■•. of five [s] feet between the east and north *ho’tlders of the subgrade and the edge of • All material* t<> be placed on the grade in a neat and workmanlike manner. The sub-grade shall be rolled by tbe contractor at such times and place.* as deemed • **ar « by th* -z-.rc-er or < with a roller of not less than six 161 tons in weight before placing thereon any of the metals. The stone shall be graded in and rolled before final acceptance. AH stone must be so crushed that at least eighty [Bo] percent of tbe coarser particles will pa** through a two incUrinz. When the *t*>ne is unloaded at tbe dump the contractor shall rake tbe extreme coarser particles to the bottom. All stone mu*[ be *o crusiifed that a., par. ticles or products are the same as is usually produced by a Gates’ Gryatory Crusher, and to be placed on the ground as heretofore mentioned. The stone to be used to be limestone and ■A’Decatur or Pleasant Mid* quarries. STONE. MASONRY. ETC. All butk-heads of tiling, etc., to be con--truct-.-d of number one limestone none of which shall be lew, than *ix [6] inches in thickness said stone to be laid up with good Bronson PortlandJCement or its equivalent A sandmorter made in proportions of one 1 part cement to two [2] parts of clean sharp sand. Each layer or course to be of regular thickness and the work to be bound every other course and snail extended entirety across except at the point* of juncture with the tiling. The end* of the tiling on either *ide are to lie laid in a stone wall of sufficient length so as to extend eigeteen [lß] Inches on either side of the tile. Said beads at the ends of the tile to be two 12] feet thick end to commence below the freezing point on solid foundation and at » ** the tile, and ai“ to be bq;lt up a* hizh a* the road bead or grade and to be covered with a coping that is at least six 6 inches thick and to < xtend three 3 inches over the wall except on the side next to the sub-grade. Said coping t<■•!>*■ one solid stone tnd i/ ■ a*<»nry to be pointed up. STONE, MASONRY ETC. At station 83. 33- there shall be repairs made to tbe abutments, and especially the south-west wing. Abutments are to be repointed with cement. About five 5 perch of stone will approximately wiil m> m-eded in the repairin# of this wing. s. At station W. 67/the contractor shall lower the bridge one foot. At station 174 be two abutments with eighteen 18 feet face and four eight 8 teet wings, said abutments and winze to be built seven 7 feet high, to be three 3 leet thick in lower three 3 feet and battered six 6 Inches in upper four 4 feet. Said abutments to be constructed of lime stone not less than six 6 inches thick and every other course to extend though the wail and to be laid up ai specified for bulk-heads coping to be not less than six 6 inches thick and to extend entirely across the wall and project three 3 inches over face of abutments and wings. SEWEBS.TILINI® LOCATIONS. The tiliiW indicated in said ‘exhibit B” t - l>e of the size mentioned and to be sound first-class, salt-glased verified sewer-pipe, laid across the grade at right-angle thereto and at such points as mentioned. At station 4.75 there shall be a 36 inch cast iron culvert. 36 feet in length and laid angling with the channel of the drain, also the j beads for this culvertar* 4 to be built as heretofore spec tied and are tu be fifteen 15 feet in length. At station 1.50 a 12 inch sewer tile. “ “ 15.00 ” 19 26.00 - 10 - “ “ 43.75 “ 10 5 .25 ’ 10 “ •• 56.50 “1U •• •• 66. *5 ” 10 •’ •* *• “ “ 71.00-15 “ *• 76 33 ” 15 •• •• •• “ - 91.75“ 15 “ 100 00 “10 •• “ - - 107 00 “15 “ “ “ 117(30 - 10 “ 15 “ “ *• ry.».i)o“i2 “ “ 142 50 “15 “ “ 161 0 •• 15 “ “ I’H 30 “10 “ “ “ |

4 . i, ♦ k.n,*e jto the* h so as*o. convey tue ide of ihezradr. to be thirty »t«t«» ‘engtb. JA -? Well- r-.tl. -s are to be placed A- re ' in * f iS r^ro e &; built of tbe ben hard baw e -w*' M'id extriidtd eighteen ’?tm *e D sand and *- .. r-r ft? ■** ■ r . k ’ r** v nlaced thereon , . ""j.. r lh a ;i furni'h al! *-->ft <>r rd tiiv needed to make the proper m connections, which shall not be less than tnt Z ‘ Kh.n make all necessary IT proper depth ‘ tLr are inparticular points f r wm<.a ...vj tended. A: ' 66 BRIDGES. KIND. L‘> AT! >Nr ETC. be-repainted and and XT b« ? <lod soundwi.cv ■ ' tmrr-oak lornof paint after ■ r get hesubj« t dt u ; ■ ’ -a ■ . ■ * ’ - ' t » io right ot •

the coir metor and shall become tb* 1 property lof the township in which it is located. * 1,.. iQr * e* lan - • - ■ »ed bj the •-■ mttßCtor while ma s-iid in.;»roveme;;t inz. culverts bridges, grude* or approaches I atanj tbe Jim t* of the right of way of t proposed improvement, are not ryrnoved alter baling had sufficient n • [hen .A the proposed improvement sha rem . • • ■ r than one 1 foot on said right of way a* laid out by tbe engineer. A. - r any company *baii be lowere-; or replaced in r with the construction of tbe proposed improvement. PAYMENT*. ’ All payments for said improver lents will in the Uity of Decatur. Indiana, on estimate* bly ot •-*•»•.•. red March 11,1901. >ee Act* I 'fl. ;>kge . ESTIMATES Length of improvement -141<‘ feet No. yd*, stone per miie 1793. fl . No. yds. stone for improvement 731 u. • 4 y•* cent* irin-k,-7310 yds. at 10 cent* for spreading .... *731.00' Grading *l**w Weill and connection * .’• Sewers, head*, connection* s k ? Ca*t. .ver and heads’• 375.00 Ma*onry, abutment*, repairs ... Bridge*, repairing, etc * l>».uu Domestic tiling’ S 50.00 ** ’’ ’ T1414V.U0 All of which is respectfolly submitted ' A Nebenschwander ‘ . Philip Baker it gers Geo. E. McKean, Engineer.’ • sworn to thi* 22 day ©f May . ° . ‘.BE B > B A lit • yOTK’E OFGK.yVEL E -AE i'i.ECTI'-N ’orderofthe board of comrni*si<>ner* of the county of A4ams and stale of Indiai l, madft and entered in their regular June session - - hat there be an election m Th- rdf voting place in St. town? t ■ county fti<! ana.on • Saturday, June 27, : f>r the p’jrpos*- fdeterrnc • a--of the bqjlaing of a macadam road in -u d p known as 1 -r road on and » followisz r';iite*t*j-wit: Commencing on the township line between \\ ashingtan and St. Maty* • ,-jp. a . , point where the Decatur and Salem road crosses the same thence following the said T>ecatur and Sal*-m Road thn ugti section* *■:z.';:*.*•?._ 1- r; .-.etc?- 1 . 1? • • . , t -’ • > ’••-•t. •: ll' Il !• * II,:!’ r* ' thirty 30 to the section line runninz south between sections jwenty-nine 29 and thirty 30 tbence south on said section line to the south-ea.*t corner of section thirty 3# thence east on section line between section* twenty nine 29 and thirtv-two toa point when- the Decatur and Salem road run* south thence south through section thirtv-two 32 to the township line between St. Marys and Blue Creek townships and there to terminate all of-ald road being in St. Marys township Adams county Indiana. ® Tbe -amt being 21410 feet or 4.(65 miles. In witness whereof we Samuel Doak David Werling and Jacob Abnet constitntlnz the board of commissioners of said county have hereunto set our hands and affixed the seal of said board of commissioners this Ist day ofJunelUlß. 1 Samuel Doak. i „ David WcßLira, I Board of Jacob Ab.set. ) ootntniraloners. Attest: Abe Bocb, Auditor. SHERIFF'S PROCLAMATION OF MAI CADAM ROAU ELECTION IN «t ,!, A A\ S township aoams county inDIANA. I I. Albert A. Butler sheriff of Adam* countv state of Indiana do hereby make uroclam lion to the voters of St Marys townshi’n Adarn* county Indiana to meet in their *e-*D€‘<-rivp place of voting a* established by the I hoard or commissioners of Adams coun‘v Indiana, on K 7 Saturday, June 27, 1903, to vote on the question of building the vinti. >t. Mary* macadam road in said townshin j and said count vas described in the audi * notice of election to vote tor buildinzof ,Mid © ALBERT A. BUTLER, sberib I June 1 1903. Adam, county Indiana.

I’TiDN i»F N >RTH -T.MAUY ' I’ MA‘ AI'AM K''AD . i-nr-imencit'i! at the cyrni'r of the uarierof M-etlon six 6. township . il nortn. ran»e fifteen la east. Indiana, on the township ; "-' 'VaahlL-ton and St. Marys ' j... tlifnce runnin? east, on the nan , "5?7n '’’n.- through enter of sections six •». X..J.» r< nr t.nd three 3. and Iteiminatlngjat I " e o’, . line at a oolnt where the ba f see- >' / A .1. ~ iu the stat- line : . 'ts- l et. ort -’miles t ,s. h ■■ b H< ' r*: "f i .unity Coin - 1 . v ; 17 Board at H . Mav*re?m. llt’Cand in pursuance to the I U -h- n nrd, r of said appointment to proceed t a’ -T. .-I.tel, i tion would most respectfully oubmtt the folI -ha’ ■ 'O' , F - McKean, aa enc’iieer. met »' »dCounty Indiana, and after being duly I W Trn a, nre*Ti.'»'<i by law . we proceed! d to I examine, lay out and straighten said is s OW n by that part ot our r'ie rt ■ ■ shows a d ■s.-rjoleo Ot tbe - ite t proposed re , ! e'rabiisl.ed and .bowing the "euts and fillsa oration of culverts and bridges; said - fij. is marked.' Exbiblt B." lhe same be- ' . «■,. in a* office of the < onnty Aud:,i ;ve further find that tbe cost Os ‘be Proi posed Imprwenie it. in accordance withi tbe n an* and *p**’ tication* herein torin I would be of public benefit and utility. j ROADWAY. GRAVE'. ETC. I Tbe roadwar must be c!*ar of all fpnce - i , pt’her n rhe drains or on the grade. u ♦ m ■ i' • « ' - J * f X • • • . - « '* • * • a *’ rated to outside the .right of way o: *. I the will be set sguin at tbe jeon- I tractor s expense. CRI SHED e'D |\E. KIND. El 1 Hie crushed stone shall be placed on the - * « -• r ; irtt* I-* ate t<> ’•e placed on the I cover «of screenings, to a depth of ! • . : ■ - mr ■ i manner that ' • - I metal whl t>e placed on the north fide of the I Fub-grade. leaving a snace of five 5 ft tweeutht north shoulder of the sub-grade | a « t and workmanlike upanner. « will pass through a two 2 inch ring. When the stone is unloaded at tbe dump. . the contractor sba:: . rate the extreme cosr*er particles to the bottom. All stone must be so crushed that all part- : or I.r-Mucts an-ll.! ,arueth;<t i, usually . y a i • yratiTy i ri'b< r. tnd ■tohe placed on t ■ ■ heretofore mentioned. The-tone to be used to* be Umestobe. and e..uai in quality to the products ot tic De, cdtur or Pleasant Mills Quarries i£TONE MASONRY. ETC.

* ’ - *• • « structed of number ohe limestone, none of •* ; • ness: said Istofie to belaid up with good Bronson Portland.cement. or its equivalent: an t *h-. 1 r:ortar >;>■ /rtion* of’ >»ne part Cf ment to two prrt* clean. *harp sand. Each layer or come to be of aeguisr thickness, afld the work tef be bound every urse. tod shall* extend entirely across, at the points of Juncture of The • of the ti!r in either 81<h are to be ... «* *• n * nds ■ f the tile to be t wo iFeezing pojnt. on solid foundation, and at* least eighteen 18 inches below the bottom of tobebuiltup as high a* the road J s c >plng to n<- wild stone and all masonry to be minted up. stall be two abut- 1 ment- with eighteen IS feet face, and six 6 teet wings; said abutments to be seven 7 feet . ‘?I U th . re *‘ i * feet thick in lower three 3 feet, six 6 i®cl»s jn upper four 4 At Station 69.2., there shall be two abutments, with eighteen IS feet face, witheight /'■« w:u,'s: .out tight - f.-et io-h. n d to be I feet thick in lower thrae 3 feet, and > »■ -p;.' : fWe ’ feet _ At " ■ *ll be two at>ui>l meats, with an eighteen 18 feet face, aix’t ■’ A " > 4i. three ib-et ’‘‘£ k * n ! ower 3 feet, and battered six inches in upper five 5 feet I At SUtion2U3.3o. there shall be two abut“eight "feet - ™ “ ’a feet f,ce - wl,h ,hree j eignt s feet wings, and one 1 ten 10 toot MI - ln un^r r St S 'f:ei M<i,>attert ‘ ,1 ,ix ” incheß stone not be constr »«ed of limestone not less than six n nche< thick and 3a" J 'an t d‘7o C °hL rSe l K ex,eDd ■ nenes om pja<,eof abutun nts ami wings. sewers, tiling, ETC— locations, he T ot e thl ln ? In<iicated in said exhibit -B” so > ' l . "ung to be placed to the nmner 00 '- All culverts to be thirty 30 feet in length. At Station. 4. a 10-inch sewer At station. K a In-Inch sewer’ e-- . station, -42. a 10-inch sewer At station. At Station. 47. tt UMneb sewer At Station, W. a 12-inch Swt?' station, UO.TO a 10-inch sewea. At Ration. 8..50 a 10-inch sewer WELLS-ruNSTRVVTION, LO. ATION.ETC h^ lls «. 01 ' sli ' holes, are to be nla,-..d . hereinafter specified Placed as Said wells to l>e built of the best hard

’ burned brick, laid flatwi,.. , tl( . : tile and walled to I lie surfa.% »l • '! I 12indie- of these wall., t<> be iA. i»e .L cement mor ar. as spec fi.-d ?-? , i j | | Said wells to be not le-, Uia'-i tw ■ Side at base, and arched at the tL’ fesl areceive an eighteen 1- i DC |. curely placed tnereon ’’ rttte The c<>ntractor shall furnish all vt tile needed to make the n. Or rsd I tensions or connection, or n Hit 1 *' f “t required to t>e relald. a, hereto*™!? in u "st I which shall not be less than tbs The contractor shall make ait V* • I proper d.'i.t! Iwlo-i , particular points for which tiipv ? Al Station. 4. 2 well, are ia ‘eufed At Station, k’i 2 well,* At-tation. MOThg wells At Station, lib J.', 2 well. At Station. l.«S.<i7 1 w.- i * At -tat inn. 152.57 g we j )s on i At Station. I'k .W 1 well _n n > Station, 1«3.50 I well I “At station. 175.742 wells n “° nll s!le. ! At Station, ■•'ls.id a well,. At station, lio-.'o. the well . f. t,A amet. r. :: , q... an : .- ■ , recure a two teet cant Iron grate ’ lO l4lO j BRIDGE3-KIND. L<M I Tbereshall be a steel bridge ar St-., fourt-en 14 feet long with a ,ixt*» ,l ‘?? ’’’ I roadway: and at Station 25 “ f-! j bridge sixteen Hi feet lone. wtlTuim >: " I of roadway : also at Station 111 e *' J ''i hrhi-'e. ten lOf.ait span. w'Ti same Sd roadway. ■ Ar Station 303 30. one twelve ]•’ fnn, with sixteen lo foot roadway s Pla, I All bridges to lie of the steel tvne » v ticed railing.-I" beam bridges with. ’lMling capacity of one hundred'and «b! rr ,!; ! pounds per *qu;tre foot. - i ■-*-* !■ & I white or burr-oak lumber • . / '- : 1 , HrS tli -Ift! • ! : ■.*• .id i • and to - • -•. . t * 1 - with a 3x5 inch timber, secure y '>iit«s» t ’ lieaius or jowts. j I Said bridge* to be painte i with * gi tian and approval of the enz.uevr in eh j ' * ’ BTIPULATI ■■* . The work, as it progress*, will be hM 1 » * ti • r ♦ Fbe engine* r and ct>unt v ■ ■ >a ie • » The engineer and countv »* mn.HsieaeNrp. • r. k : .. , K - * ■ ?! X • I 11< *tl ri.’iii ’ anv time in the construct: t. * ta e la j / ‘ .. • i used in pub ic Improvement* and are n 0» •long the lino of the pr<»po*t d mpr I *ha I » e carefully rt-ioow l t. »-i.i,er - it ? i* -a : i a ’ 9 f t !.»• • A ■ ' • « I | li :* rxpre*sly tn<ier*>c ‘! ■ -. i b - mny .pr. \ .it. ’ t: • r < - • -•t. - . : *<* nr *::l' <v •*’ . ' . i ihe part v IO wk nd tbe j ot *:<*fli *-nt ti ?: • • shall remove the same. All tv vpbon* < ;..t *• • <rating or mainviininz any * t t •■* •: t ; i *ng tip tide •c » r. i right < f way. :,t. 1 ».• • *■ « J •! *n-a.d r:ght ' engineer. ! All oil or gas lines or ti ■ - ated by any company. *l.;* owrrei r • a •*. - | *.' ■•! ?. r»- h . •_• •• j ,fi•*«•<; tm proven;ll PAYMENT* . jbe pod for in ca.*h at the Treasurer’s ‘fliv 1 in the Glty of 1 )ecatur. I i m i le !»y fj)v e’nz.n*-’ r. f tbt Male f * ESTniATh* • p ‘ Number of yards ston< :■ ’ Numberyantisstooeper4 ■’ tier yards s|one for bridge purposes « .1 Number yards for infprox • ■ • r • •* I Wejls connArtions ,‘r iTc.lU*,t iJY,’ ' • ••'*■■ •> Masonacy. abut Bridge* Dome*ti»tiling ... *• Tofttl All of which Is respe :tf ily s ■ C. A. NUENBCAWASDEK « iyiIMP;BAKKp * i.Ei’RHE E. M * ’Apr!!, 1903 • ABE Bi ■ aVOTICE OF GRAVEL ROAD BLRCHOS N- 'Hi • .* herebv zn • ;‘*monlt rof tii :- trd 9 a % • \ - and entered in Ibeir r( *. ♦ n •* voting places in>t. '•*» * county. Indiana, on Saturday. June 27,19 o for the purpose of deter: •' . • Os the building of a ma- . :t’: v ... township, known as th? macadam road, on and along l Dt ' ' route, to-wit: ’ ••niiiietici a* the * n» u ■ i. . • ’ s- »* !>t V- -eve!. '■ ti rt !. FH - . ; Uti Adame county. Ind:* * - v .. line between Washington .mu • v v e township, thence running • a*r. ( ; n . iix t. section line through center or g: five 5, four 4 and three 3. and t *' r n . Ok- state ..!.•• abn !>■ ‘‘ lT . ? non line road intersects a t* 1 road. 4 iK-miles The same being 21580 feet, or 4. In witness whereof, we Samuel Dp' 1 Werhng and Jacol x ' board of commissioners of sawi ro hereunto set our han*:* a- : a. s v< the said board of commissions 1 * day of June, 1903. Samuel Doak. i Boa^ David Wekling. Jacob Abnet, ’ Attest: Abe Bocb. Auditor. SHERIFFS PROCLAMATION '7 rs CADAM KGAD MARYS TOWNSHIP. ADAM? <-U l DIANA. I. Albert A. Butler, -ben:!. ty. state of Indiana, do h J ?re ? ( \ rV ! : towO’&J mation to the voters of >t. ->•» j jn th ■ Adams county. Indian t 4 ® .. . --• _■ *p» i ctive place* of voting . the board of commissioners oi * Indiana, on Saturday. June -’7. 4, vote on the que*t ion of j . ■ *”• ■ Mat . - Hi-adar t"‘ •• -au and said county, as descri.»» '> - o':' notice of election to vote tor roa ,j jnroad ’ Yes.” not balding oi t 13-3 Albebt A. Bi l - h •• • June 1,1903, Adams’-' •"