Decatur Democrat, Volume 50, Number 12, Decatur, Adams County, 24 May 1906 — Page 8

(Continued from Page 3.) be respected by the contractor while makin gsaid improvements. It is expressly understood that the contractor is not compelled to place In any tile, culverts, bridges or approaches at any priavte lane, crossing, road, etc, and if any fence, post or similar matter be within the limits of the right-of-way of the proposed improvement is not removed by the party to whom they belong after having had sufficient notice, then the contractor shall remove the same. It is expressly understod that when the time comes for accepting the road the contractor shall have the side drains in good condition and shall have scraped in the stone and leveled the entire road and have in all respects complied with the specifications. PAYMENTS. All payments for said improvements will be paid for in cash at the Treasurer’s office in the city of Decatur, Indiana, on estimates made by the engineer complying in, all respects with the Acts of the General Assembly of the State of Indiana, approved March 8, 1905 ESTIMATES. Total 'length road 10,573 feet or 2 miles. No. yards stone for r0ad....2935 2935 yds stone sl.lO for 5t0ne..53228.50 2935 yds stone 30c for hauling.. 880.50 2935 yds. stone 15c for spread... 440.25 Grading 325.00 Wells and connections 35.00 Sewers and bulkheads 45.00 ' Total $4954.25 All of which is respectfully submitted. ALBERT WALTERS. G. W. REYNOLDS, Viewers. L- L. BAUMGARTNER, Engineer. Subscribed and sworn to before me, this the 21st day of April, 1906. C D. LEWTON, Auditor. WEST WASHINGTON EXTENSION NO SEVEN. To the Honorable Board of Commissioners of Adams County, Indiana: We, the undersigned viewers and engineer appointed by your Honorable Board at the April term, 1906, and in puruance to the within order of said petition would most respectfully submit the following report. In pursuance to said order we, D. J. Dilling and L. W. Lewton as viewers, and L. L. Bajumgartner as engineer met at the Auditors office in Decatur, Indiana, and after being duly sworn as prescribed by law we proceeded to lay out and straighten said road as shown by that part of our report which Is marked exhibit “A” and which report shoiws the route ot the proposed road. Also a profile showing the grade of road as established and showing “cuts and fills,” also location of drains .and sewers; said profile is marked exhibit “B, ’ the same being on file 1 in the office of the Auditor of Adams County Indiana. We further find that the above improvement in accordance with the plans and specifications herein set i forth would be of public benefit and \ utility. \* • ' \ We further find ho claims for dam"ages of any kind whatever. We further find the estimate cost of the proposed improvement to* be $2913.20. DESCRIPTION OF THE WEST WASH INGTON EXTENSION NO. SEVEN. Commencing at a point where the West Washington Macadam Road and C. E Bollinger Macadam Road crosses the township line between Washington and Monroe townships, Adams coiincv. Indiana, thence running west on the township line road between sections 31 and 6 until it interesee.s with t!’.< township line at the north-west cornes of section 6. township 26 north, range 14 east, and there to terminate. " , ,„The length of the proposed- road if 5350 feet or 1.01 mile. • ROADWAY, GRADE, ETC. The roadway must be clear of all fences, trees, stumps, logs and all rubbish of whatsoever nature it may be. All stumps must be either grubbed or blasted out in the draiigs or on the grade. The right-of-way shall be forty (40) feet in width. If at any time during the construction of or before the final acceptance of the same the grdde should settle the contractor shall fill all depressions nnd restore the same to the original specifications The grade shall be of the double track system of a uniform width ot twenty-six (26) feet from shoulder to shoulder with a slope of four '4) inches from center to either side (except as hereinafter stated.) *■ The subgrade shall be rolled .by the contractor at such times and places as may be deemed necessary bv the superintendent or engineer with a roller of not less than, six (6) tons in weight before placing any stone thereon. The roadbed shall be made in e smooth and workmanlike manner and inspected and accepted in 1000 fee* sections before any material is placed thereon. Grade and line stakes set by the engineer and des’-oyed by the contractor th-ough negligence w"l be set again at the contractor’s expense. The «-M'> drafr" 7 =hall be cut not less than eighteen (18) inches below the hip. of the grade. All drains to be constructed in a neat and workmanlike manner with sufficient fall and outlet to carry all the water that may accumulate therein and remove the same from the highway. SEWERS. There shall be cast Iron sewers placed at the following stations: At station 37 a 6” cast iron sewer 26 feet long. -At -station 48 -a- 6* 'cast iron sewer 26 feet long. At station 53 plus 20, a 6” cast Iron sewer, 26 feet long. BULKHEADS. The contractor shall build bulkheads at each end of the above sewers composed of one part Bronson’s Portland cement, one part clean, sharp sand, and two parts of crushed stone; all parts of said stone that will not pass through a two-inch ring shall not be used in said concrete. All bulkheads shall commerce eighteen (18) inches below the pipe and extehd six (6) inches above the surface of the stone placed on the roadbed and shall be fifeen (15) inches thick and extend Eighteen (18) inches on each side of the pipe. WELLS AND CONNECTIONS. The contractor shall place wells at folio wind places: At station 3 plus 30 two wells, one on each side of the grade. 9 twr o wells, one on each s*de of I the grade.

At station 12 plus 4, two wells, one on each side of the grade. At station 13 plus 75 two wells, one on each side of the grade. At station 18 plbs 50, two wells, one on each side oftthe grade. At station 48 two wells, one on each side of the grade Said wells to be built of hard burned brick laid flatwise and to extend eighteen (18) inches below the bottom of the tile and walled up to the surface of the side drains; said wells to be not less than two (2) in diameter and arched at the top so as to receive an eighteen (18) inch cast iron grate securely fastened thereon. Said brick in said wells to ,be laid up in mortar composed of ofiw part "Pronson’s Portland ’-cement aqd two parts clean, sharp sand. v All wells to be connected up with the tile drains already in and the contractr shall furnish al Itile for the conections and the tile to be go smaller than those already in. The contractor shal Irepair all damages that he may cause to tile drains already in along the sides of the grade. Above wells to be k connected by a 6” tile drain laid across the grade to the depth given hereafter by the engineer. At to be connected with the tile drain in the filed; said connections to be each about two rods long and composed of 6” tile. CRUSHED STONE, KIND, ETC The stone shall be placed on the sub-grade or road-bed to a»width of ten (10) feet and ten (Itt) inches in the cener and eight (8) inches at the sides and shall be placed on the south side of the road-bed leaving a space of three feet between the shoulder of the grade on the south side and the edge of the stone placed thereon. All material to be placed on the grade in a neat and workmanlike manner. The stone to be graded in before final acceptance. The stone to be so crushed that at least 80 per cent, of it will pass through a two-inch ring. Where stone is unloaded all the coarser particles shall be raked to the bottom. k Said stone to be equal to the product of the Linn Grove or Decatur quarriesi • STIPULATIONS. The wor kas it progresses will be laid out by the engineer and stakes set by him must be preserved. The material for the various improvements shall be on the ground at the place of improvement before the old materials are removed. The Board of Commissioners, the Engineer and the Superintendent, reserve the right to inspect the materials used and condemn the same if necessary and all materials so condemned shall be removed from the right-of-way and not used at any time in the construction of said improvement. Corner stones, landmarks, etc., must* be respected by the contractor while making said improvements It is expressly understood that the contractor is not compelled to place in any tile, culverts, bridges or approaches at any private lane, crossing, •oad. etc., and if any fence, post or sinjilar matter be within the limits of the right-of-way- of the proposed improvement is not removed by the party to whom they belong after having had sufficient notice, then the contractor shall remove the same. It is expressly understood that when '.he time comes for accepting the road the contractor shall have the side drains in good condition and shall have ?eraped in the stone and leveled the entire road and have in all respects complied with the specifications. PAYMENTS. All payments for said improvements will be paid for in cash at the Treasurer’s office in the city of Decatur, Indiana, on estimates furnished by the engineer complying in all respects with '.he Acts of the General Assembly of 'he S‘ate of Indiana, approved March 8, 1905 ESTIMATES. Total length of the proposed road 5350 feet or 1.01 miles. No.’ yards stone for road.... 1482 No. yards stone for approaches 120 Total ...1602 1602 yds stone sl.lO for stone. .$1762.20 1602 yd£ stone 35c for hauling 560.70 ’602 vd's stone 15c for spreading 240.30 Grading 175.00 Wells and connections 150.00 Sawers and bulkheads 55.00 Total $2943.20 All of which is respectfully submitted. D. J. DILLING, L. W. LEWTON, Viewers. L. L. BAUMGARTNER, . Engineer. Subscribed and sworn to before me, his the 21st. day of April, T 906. C. D. LEWTON .Auditor. » ECKROTE MACADAM ROAD EXTENSION NO. TWO. * To the Honorable Board of Commissioners of Adams county, Indiana. We, the undersigned viewers and engineer appointed by your Honorable Board at the April term, 1906, and in pursuance to the within order of said petition, would most respectfully submit the following report: In pursuance to said order we, J. L. Hook and A. J. .Sipe, as. Viewers and L. L. Baumgartner, as Engineer, met at the office of Hirschey & Winteregg in Berne, Indiana, and after being duly sworn as prescribed by law, we proceeded to examine, lay out and straighten said road as shown by that part of ou rreport which marked exhibit “A,” and which report shows the route of the proposed road. Also a profile showing the grade of said road as established and showing “cuts and fills,” also location of drains and sewers; said profile is marked exhibit “B,” the same being bn file at the Auditor’s office in Decatur, Ind. We further find that the proposed improvement in acordance with the plans and specifications herein set forth would be of public benefit and utility. We further find no claim for damages of any kind whatever. We further estimate the cost of the proposed improvement to be $4394.55. DESCRIPTION OF THE ECKROTE MACADAM ROAD EXTENSION NO. TWO. Commencing at a point cn the free gravel road running north and south on the half section line in section fifteen (15), township twenty-five (25) north, range thirteen (131 east, in Adams county, Indiana, where the half section line running east and west through said section fifteen crosses said improved highway; thence to run east over, along and upon the public highway now located on said half se«tion line running east and west through section fifteen (15) and on the half section line runniing cast and west through section fourteen (14) said Z- .... ... -

s township and range, county and state aforesaid and to the east boundary j line of said section 14 to the free improved gravel road and there to termis nate. i The length of the proposed roarl is 7940 feet or 1.50 miles. j ROADWAY, GRADE, ETC. 1 The roadway must be clear of all • fences, trees, stumps, logs and all > other rubbish of whatsoever nature • it may be. > 1 All stumps must be grubbed out in drains or on grade. 1 The right-of-way shall be forty (401 t feet in width. 1- ’ -* ■■ - > -- ■ If at any time during the construction of or before the final acceptance i of the same, the grade should settle • the contractor shall fill all depressions s and restore the same to the original • specifications. The grade shall be of the double ■ track system,and of a uniform width 5 of twenty-six (26) feet from shoulder ; to shoulder with a slope of four (4) inches from center to either side. i The subgrade shall be rolled by the > contractor at such times and places - as may be deemed necessary by the superintendent or engineer with a roller of not less than six (6) tons in • weight before placing any stone therei on. i f The road-bed shall be made in a smooth and workmanlike manner and inspected and accepted in 1000 feet sections before any material is placed thereon. ; Grade and line stakes set by the engineer and destroyed through the ’ negligence of the contractor shall be s>st again at the contractor’s expense. DRAINS. The side drains shall be cut not less than eighteen (18) inches below the hip of the grade. All drains to be constructed in a neat and workmanlike manner with sufficient fall and outlet to carry all the water that may accumulate therein and remove the same from highway. The ditch frtim station 62 to 62 plus 60 shall be moved so that the north bank of said ditch will be at the edge of the right-of-way, by excavating dirt and placing same on the right-of-way After the above ditch is constructed as indicated above the contractor shall build a concrete wall along the north bank, 60 feet long, 5% feet high, 1% feet thick at the bottom and 1 foot thick at the top; said wall to commence 2 feet below the bottom of the ditch. Concrete of wall to be composed of material as specified for the bulkheads. ■From station 15 plus 50 to 1 16 the contractor shall put jn on the south side of the sub-grade one string of 6 inch first-class tile to be laid to the grade hereinafter given by the engineer. SEWERS. Cast iron sewers shall be placed at the following stations: At station 33, an 8” cast iron sewer, 26 feet long At station 43 plus 50, a 10” cast iron sewer 26 feet long. . At station 50 plus 50, a 10” cast iron sewer 26 feet long. At station 64 plus 30, an 8” cast iron sewer 26 feet long. BULKHEADS. The contractor shall build bulkheads it each end of the above sewers composed of one (1) pArt Bronson’s Portland cement, one (1) part clean, sharp sand and two (2) parts of crushed stone; all parts of said stone that will not pass through a two-inch ring shall not be used in said concrete. All bulkheads shall commence 18” below pipe and extend 6” above the surface of the stone placed on the roadbed, and shall be 15” thick and extend IS” on each side of pipe. WELLS. There shall be wells placed in side drains at the following places: At station 20 plus 80 two wells, one qn each side of, the grade. At station 38 plus 52, two wells, one on each side of the grade. The wells mentioned above shall be built of the best hard-burned brick laid flatwise and to extend 18 ifiches below the bottom of tile and walled to the surface of the side drains, said wells to be not less than three (3) feet in diameter and arched at top so as to receive an 18-inch cast iron grate securely fastened thereon. Said brick in said wells to be laid s hip—in mortar composed of one part Bronson’s Portland Cement and two (2) parts clean, sharp sand. All wells to be connected up with tile drain already in and the contractor to furnish all tile for connection, said tile to be no smaller than that already in. The contractor shall repair all damige he may cause to tile drains already in along side of graae. BRIDGE. At station 62 there shall be placed i steel bridge with a concrete floor 14 leetxl6 feet, and shall be erected according to the plans and specifications nereto attached. The old bridge at station 62 and the sewer tile at station 20 plus 80 shall become the property of Hartford township. CRUSHED STONE, KIND, ETC. The crushed stone shall be placed on sub-grade to a width of ten (10) feet and to a depth of ten (10) inches in center and eight (8) inches on sides, and shall be placed on the south side ot road-bed, leaving a space of three (o) feet between south shoulder of grade and the stone shall be placed thereon. The upper three (3) inches of said stone shall be composed of screenings. All material to be placed on grade in a neat and workmanlike manner. All stone to be graded in before final i acceptance. All stone must be so crushed that at least 80 per cent, of same will pass through a two-in6h ring. At approaches to bridges the dirt road shall be stoned to a distance of fifty (50) feet on each side of same. Where stone is unloaded the coarser particles shall be raked to the bottom Said stone to be equal to the product of the Linn Grove or Decatur quarries. Between bridges at 98 and 101, the stone shall be placed in the center of the road-bed. STIPULATIONS. ? r 7 ■’£ he Y o j rk as lt progresses will be laid out by the engineer, and stakes set by him must be preserved. The materials for the various improvements shall be on ground at i place of improvement before the old materials are removed. T J ie .Board of Commissioners, the . engineer and the superintendent rei serve the right to inspect the materi ials used and condemn the same if necessary, fend all materials so condemned shall npt be used in any part of the construction, but removed from th« s right-of-way. '] tataarm, etc,

i be respected by the contractor while making said improvement. It is expressly -Understood that the contractor is not compelled to place in any tile, culverts, bridges or api proaches at any private lane, crossing, road, etc., and if any fence, post or similar matter be within the limits of the right-of-way of the proposed improvement is not not removed by the party to whom they belong, then the contractor shall remove the same. It is expressly understood that when the times come -for accepting the road, the contractor shall have the side drains in good condition and shall have Reveled the entire road and have In all respects complied with the specifications. PAYMENTS. - All payments for said improvement will be paid for in cash at the Treasurer’s office in the City of Decatur, Indiana, on estimates made by the engineer complying in all respects with the Acts of the General Assembly of the state of Indiana, approved March 8 th, 1905. ESTIMATES. Total length of proposed improvement, 7940 feet or 1.50 miles. No. yards stone for road. ... . .2201 No. yards stone for approaches 60 Total ’.2261 2261 yds stone sl.lO for stone. .$2487.10 2261 yds stone 30c for hauling 678.30 2261 yds stone 15c for spread. 339.15 Grading 275.00 Wells and connections 45 00 Sewers and bulkheads 100.00 Bridge 270.60 Total ..$4194.55 Moving ditch and building walls 200.00' Total AH of which is respectfully submitted. J. L. HOOK, A. J. SIPE, Viewers. L. L. BAUMGARTNER, Engineer. Subscribed and sworn to before me, this the 21st. day of April, 1900. C. D. LEWTON, Auditor. —— w JIMTOWN MACADAM ROAD EXTENSION NO. ONE. a To the Honorable Board of Commissioners of Adams county, Indiana. We, the undersigned viewers and engineer appointed by your Honorable Body at the April term, 1906, and in pursuance to the within order of said petition would most respectfully submit the following report. In pursuance to said order we, James M Dutt and James M. Foreman, as Viewers and L. L. Baumgartner as Engineer, met at Hirschey & Winteregg’s office in Berne, Indiana, and after being duly sworn as prescribed by law, we proceeded to examine, lay out and straighen said road as shown by that part of our report which is marked exhibit “A,” and which report shows the of the proposed, road.. Also a profile showing the grade of said road as established and showing cuts and fills,” a]so locations of drains and sewers; said profile is marked exhibit “B,” the same being on file at the Auditor’s office in Decatur. Indiana. v We further find that the proposed improvement in accordance with the plans and specifications herein set forth would be of public benefit and utility. We further find no claims for damages of any kind whatever. We further estimate the cost of the proposed improvement to be $8932.10. DESCRIPTION OF THE JIMTOWN MACADAM ROAD EXTENSION • NO. ONE. Commencing at the north-west corner of section twenty-four (24) in township twenty-five (25) north, range thirteen (13) east, in Adams county, Indiana, at a pike known as the “Jimtown Pike,” in said township and range; thence to run west on the public highway between sections fourteen (14) and twenty-three (23) arid sections fifteen (15) apd twenty-two (22) and sections sixteen (16) and twentyone (21) to the publib highway running north and south on the center of said sections sixteen (16) and twen-ty-one (21s and there to terminate. The length of the proposed road is 13232 feet or miles. ROADWAY, GRADE, ETC. The roadway must be clear of all fences, trees, stumps, logs and all other rubbish of whatever nature it may be 5 All stumps must be grubbed or blasted out in drains or grade. seet he risht -° f ' wa y must be forty (40) If at any time during the construction of or before final acceptance of tne same, the grade should settle, the contractor shall fill all depressions and restore the same to the original specifications. The grade shall be of the double track system and of a uniform width of twenty-six (26) feet from shoulder to shoulder with a slope of four (4) inches’ from center to side. The sub-grade shall be rolled by the contractor at such times and places as may be deemed necessary by the superintendent or engineer with a roller of not less than six (6) toils, in welfcht before placing any stone thereon. The road-bed shall be made in a‘“ smoothe and workmanlike manner and inspected and accepted in 1,000 feet sections before any material is placed thereon. " Grade and line stakes set by the engineer and destroyed by the contractor through negligence will be set again at the contractor’s expense. DRAINS. The side drains shall be cut not less ; than eighteen (18) inches below the hip of the grade. All drains to be constructed in a neat and workmanlike manner, with sufflcient fall and outlet to carry all the water that may accumulate therein, and remove the same from highway. WELLS. There sffiall be wells bu/lt at the following places, At station 26 two wells, one on each 1 side of grade. At station 89, two wells, one on each 1 side of grade. At station 94 plus 40, two wells, one on each side of grade. 1 At station 106 plus 35, two wells, one 1 on each side of grade. * 1 i Said wells to be built of the best 1 hard-burned brick flatwise and to ex- i tend 18 inches below the bottom of i the tile and walled up to the surface of the side drains, said wells to be not i less than three (3) feet in diameter i and arched at the top so as to receive an eighteen (18) inch cast iron grate : securely fastened thereon. . Said brick in said wells to be laid up in mortar composed of one (1) part Bronson’s Portland Cement and two (2) parts clean, sharp, sand. All wells to be connected up with the tile drain already in, the contractor to furnish all tile for connections, and said tile to be no smaller than that already in. The contractor shall repair all damages that he may cause to tile drain , already in along sides of grades. BRIDGES AND ABUTMENTS. I

At station 22 plus 60 & steel bridge, 14x16 feet with concrete floor. At station 72 plus 50 a steel bridge 16x16 feet with concrete floor. At station 114 plus 80 -a steel bridge 10x16 feet with concrete floor. At statfo’n 62 plus 50 the contractor shaH raise the abutments already in 6 inches and lengthen the same to 26 feet and place thereon stone 6" thick, 2’ fget wide and 4’ long The above extensions shall be made of concrete. The above abutments and bridges shall be built according to the plans and specifications hereto attached. At approaches to bridges the dirt road shall be stoned to a distance of fifty (50) feet on each side. It is expressly understood that the stone in the abutments and also the bridges that are now in shall be carefully removed by the contractor and shall be the property of the township. CRUSHED STONE, KIND, ETC. The crushed stone shall be placed on the sub-grade or road-bed to a width of ten (10) feet, and to a depth of ten (10) inches in the center and eight (8) inches a«t sides, and shall be placed on south side of the grade or roadbed, leaving a space of three feet between the south shoulder of grade and the edge of the stone placed thereon. The upper three (3) inchbs of said crushed stdne shall be composed of screenings. All material to be placed on grade in a neat .and workmanlike manner, The stone *to be graded in before final acceptance. • All stone must be so crushed that at -least 80 per cent, will pass through a two-inch ring. Where stone is unloaded all the coarser particles shall be raked to ‘the bottom. Said stone to be equal to the product of the Linn Grove or Decatur quarries. STIPULATIONS. The work as it progresses will be laid out by the engineer and stakes set by him must be preserved. The material for the various improvements shall be on the ground at place of improvement before old material is removed. The Board of Commissioners, the engineer and superintendent reserve t’he right to inspect the materials used and condemn the same if necessary, and all materials so condemned shall be removed from right-of-way and not used at any time in the construtcion of saidimprovement. Corner-stones, landmarks, etc., must be reSpected by the contractor while making said improvement. It is expressly understood that the contractor is not compelled to place in any tile, culverts, bridges or approaches at any private lane, crossing, road, etc., and if any. fence, post on similar matter be within, the right-of--way of the proposed improvement is not removed .by the party to whom they, belong, after having had sufficient notice, then the contractor shall remove the same. It is expressly understood that When the time comes for accepting the-road the contractor shall have scraped in the stone and leveled the entire road and have in all respects complied With the specifications. PAYMENTS. AU payments for said improvement will be paid for in cash at the Treasurer's office in the city of Tiecatur, Indiana, on estimates-made by the engineer complying with the Acts of the General Assembly of the State of Indiana, approved March Bth, 1905. ESTIMATES. , Total length of proposed improvement 13232 feet or 2.51 miles. No. yards stone for road. . 3-782 No. yards stone for approaches 112 Total ..: 3894 3894 yds stone sl.lO for stone.. $4283.40 0894 yds stone 40c for hauling. 1557.60 3894 yds stone 15c for spread.. . 584.10 Grading •. 450.00 Wells and connections 80.00 Bridges and abutments 1977.00 Total $8932.10 All of which is respectfully submitted. JAMES M. DUFF, JAMES M. FOREMAN, Viewers. L. L. BAUMGARTNER, Engineer. Subscribed and sworn to before me, this the 21st. day of April, 1906. C. D. LEW TON, Auditor. • — PIQUA A FORT WARYNE MACADAM ROAD. , To the Honorable Board- of Commissioners of Adams county, Indiana: We, the undersigned viewers and engineer appointed by your Honorable Board at the April term, 1906, and within pursuance to the within order of said petition would most respectfully submit the following report: In pursuance to said order we, D. J. JMHing and W. A. Bowman, as viewers and L. L. Baumgartner as engineer met at the office of the County Auditor in Decatur, Indiana, and after being duly sworn as prescribed by law, we proceeded to lay out and straighten said road O.S shown by that part of our re- ’ jiort which is marked exhibit "A,” and which report shows the route of the proposed roaM. - Also a p-ofile showing the grade of said road as established and showing cuts and fills,” also location of drains said profile is marked exh«lt • J he same being on file in the ■ office of the Auditor of Adams County, Indiana. ( We further find that the above Im- i provement in accordance with the plans , and specifications herein set forth i would be of public benefit and utility, ( We further find' no claims for damages of any kind whatever. , We further estimate the cost of the * proposed improvement to be $14551.35. DESCRIPTION OF THE PIQUA AND FORT WAYNE MACADAM ROAD. Cmmencing 1000 feet south of the north-west corner of the south-west quarter of section 8, township 27 north, 1 range 15 bast, running thence south 68 < degrees east 700 feet, thence south 85 degrees east 1862 feet, thence south 75% degrees east 2888 feet, thence < south 58% degrees east 544, feet, thence 1 south 59 dgrees east 3248 feet, thence south 53 degrees east 993 feet, thence south 35 degrees east 445 feet, thence < south 29 degrees east 3870 feet, thence < south 27 degrees east 1550 feet, thence south 26 degrees east 1345 feet, thence south 31 degrees east 971 feet, thence ’ south 30 degrees east 440 feet thence < south 29% degrees east 2061' feet, thence south 31% degrees east 1157 feet, thence south 30% degrees east 1 2203 feet to the state line and there S to terminate. The length of the proposed road is 24277 feet or 2.6 miles. ROADWAY, GRADE, ETC. j- - ’ 1 The roadway must be clear of all I fences, trees, stumps, logs and all rubbish of whatsoever nature it may be. All stumps must be either grubbed H out in the drains or on the < c,e.

— I ■ of ar before the final -a.ne the grade should selll tra- t .r shall till all *’■■■- the same to the original'MrttSSßSl 1 tions - The grade shall be of fheJEHaBI track system of a uniform twenty-six (26) feet from sholflWSM shoulder with a slope of four from center to either side. The sub-grade shall be contractor at such times and may be deemed necessary by erintendent or engineer with SHUSI of not less than six (6) tons' before placing any stone The road-bed shall be smooth and workmanlike mspe. ted -mi accepted in if>Oo-ftW««£Si tions before any material is thereon. WBBM Grade and line stakes set by t-MMel gineer and destroyed bv the conwHHI through negligence will be sSaMIMI at the contractor’s expense. S drains. Wg The side drains shall be cut'ndMH than eighteen (18) inches below thlM of the grade. All drains to be constructed and workmanlike manner wit® --lIM cient fall and outlet to carry* affiWi water that may accumulate therein Bl remove the same from the highwfJSg| SEWERS. . l . Ca / t „ iro P severs shall be pIaMSI the following places: At station 26 plus 20 a 12" cast sewer 26 feet long. "W IM At station 27 a 12” cast iron sow-aEg feet long. ' At station 39 plus 16, a 15” cajolßl sewer 26 feet long. Ml At station 54 plus 15, a 12" ; sewer 26 feet long. I 'W At station 54 plus 80 a 12” castl ■ sewer 26 feet long. -'HI At station 91 plus 8, a i 8 se-ver 26 feet long. ‘ M A station 100 plus 20, a 14” cadM-al sewer 26 feet long. B At station 113 plus 10, an B”.casr® Sl sewer 26 feet long. -M At station 148 plus 16, an 8’ castJlH sewer 26 feet long. -U At station 177 plus 25, a *10” sewer 26 <eet long. At sation 184 plus 10, an 8” bast 1S sewer’26 feet long. '"W-fB At station 184 plus 55, an 8” sewer 26 feet long. BULKHEADS. -'v' The contractor shall build at each end of the above sewers posed of one part Bronson’s Portlaßl cement, one part clean, sharp two parts of crushed stoner niflß of said stone that will not*%gll through a two-inch ring shall noFIJ used in said concrete. i All bulkheads shall commence etHteen (18) inches below the pipe and V tend six (6) inches above the - of the stone placed on the roa'd-bbd ‘ •shall be fifteen inches thick and XvM : eighteen (18) inches on ,r the pipe. ' WELLS. - ’ There shall be wells built at the fS lowing places: ' . At station 26 plus 15, one well south side of the grade A. station 26 plus 45, one "well south side of the grade. At station 73 plus 40, two wells oril one each side of the grade ’ At station 113 plus 10, two wells one each side of the grade At station 195 plus 10, two kJ one each side of the At station 217 plus 94, two wells one each side of the gradfe 1 At station 230 plus 30, two one each side of* the grade. A H At station 241 plus 40, two wells oiJI one each side of the grade Jfsß Said wells to be built of fiard burnl ed brick laid flatwise and to extend inche sbelow the bottom of the tile arM walled up to the surface of the sld3 drains: said welsl to be not less thaw two feet in diameter and arched at th3l top so as to receive an eighteen (18W ■n< h cast iron grate securely fastens® thereon. s . Said brick ;n said wells to be laid mi in mortar composed of one part BrowS son’s Portland cement and- ftrn nart2 clean, sharp sand. ' ■ All wells to be connected up with thes tile drains already in and the or shall furnish al tile for conectionsand tile to be no smaller than those al-r ready in. ' lU The contractor shall repair all dam-' age that lie may cause to tile drains already in along sides of BRIDGES, ARCHES and ABUTMeM® Bridges shall be placed at the lowing places: ’iRTg. i At station 135 plus 30. a steel bridge 12x16 feet, with concrete abutments. At station 20 a steel bridge 10x16 feet with concrete floor and abutrnShtira At station 143 plus 60, a 1 -steel bridge 12x16 eet, with concreteiNor and abutments. At station J 54 plus 50, a steel-Jw/ideeii 14x16 feet, with and* abutments. At station 168, a concrete bridge 4xl® feet and abutments. ' ’ At station 81, a concrete 20 feet-anS At station 209 the contractor build concrete abutments UhdeE-'T bridge and refloor the bridge wiiA white oak plank 2% inches thick Wings for said abutments shall be 1? feet long All of the above bridges, abutment and arches shall be built according to the plans and specifications hereto’attached. CRUSHED STONE, KIND, ETC The ,ton 3 shall be placed on the subgrade or road-bed to a width Os ten (10) feet and ten (10) Inches i center and eight (8) inches at the sides and shall be placed on the north sida of thp road-bed, leaving a space of three (3) feet between the shoulder of the grade on the north side and the edge of the stone placed thereon, The upper three (3) inches of said crushed stone shall be composed of screnings. All material to be placed bn the in a neat and workmanlike manner. The stone to be graded in beforb--final acceptance. - - All stone must be so crushed that’ least 80 per cent, will pass through <a - two-inch ring Where stone is unloaded all the coarser particles shal be yaked to the bottom. Said stone shall be equal to the pro-. duct of the Linn Grove or Decatur quarries. At approaches to bridges the dirt road shall be stone for fifty (50) feet on each side. ‘ The stone is now on the above proposed road from station 0 to 3 plus 30, and from station 54 plus 50 to 7 lus 50 and this portion shall oe coverifea with three (3) inches of STIPULATIONS. The work as it ■' laid out by the enginer and staltjH by him must be preserved. . ||||||||| The material for the vartojß|||||||i provements shall be on the gB SI