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aed abi Ls ny I A------ en DEERE BR i ER ii a WINNETKA WEEKLY TALK, SATURDAY, MAY 2, 1925 23 thereof taken for Valley View Sub- division) in George H. Mayr"s Subdi- vision of the North two hundred six- ty-four and four tenths (264.4) feet of Block Sixty-three' (63) west of the Railroad, in Winnetka, a Subdivision of the Northeast Quarter of Section Twenty (20) and the North half of Fractional Section Twenty-one (21), in Township Forty-two (42) North, Range Thirteen (13) East of the Third Principal Meridian, according to the plat of said George H. Mayr's Subdivision recorded in the office of the Recorder of Cook County, Illi- nois, in Book 89 of Plats, at Page 1, as Document Number 3602607, being a strip of land sixty-six (66) feet in width, lying northeasterly of and ad- joining a line drawn parallel with and seventy-five (75) feet southwest- erly, from, as measured at right angles to, the northeasterly line and said line extended of said Lot One (1), and southwesterly of and adjoin- ing a line drawn parallel with and nine (9) feet southwesterly from, as measured at right angles to, the northeasterly line and said line ex- tended of said Lot One (1), all in the Village of Winnetka, County of Cook and State of Illinois. TRACT NUMBER 13. That part of Lot Two, (2) in George H. Mayr's Subdivision of the North Two Hun- dred sixty-four and four tenths (264.4) feet of Block Sixty-three (63) west of the railroad, in Winnetka, a Subdivision of the Northeast Quarter of Section Twenty (20) and the North half of Fractional Section Twenty- one (21), in Township Forty-two (42) North, Rang Thirteen (13) East of the Third Principal Meridian, ac- cording to the plat of said George H. Mayr's Subdivision recorded in the office of the Recorder of Cook Coun- ty, Illinois, in. Book 89 of Plats, at Page 1, as Document Number 3602607, lying northeasterly of and adjoining a line drawn parallel with and seven- ty-five (75) feet southwesterly from, as measured at right angles to, the southwesterly line, and said line ex- tended, of the right-of-way of the Chicago and North Western Railway Company, all in the Village of Win- netka, County of Cook and State of Illinois. TRACT NUMBER 14. That part of Lot Three (3) in George H. Mayr's Subdivision of the North Two Hun- dred sixty-four and four tenths (264.4) feet of Block Sixty-three (63) West of the railroad, in Winnetka, a Subdivision of the Northeast Quarter of Section Twenty (20) and the North half of Fractional Section Twenty- one (21), in Township Forty-two (42) North, Range Thirteen (13) East of the Third Principal Meridian, accord- ing to the plat of said George H. Mayr's Subdivision recorded in the 'office of the Recorder of Cook Coun- ty, Illinois, in Book 89 of Plats, at page 1, as Document Number 3602607, lying northeasterly of and adjoining a line drawn parallel with and seventy-five (75) feet southwesterly from, as measured at right angles to, the southwesterly line and said line extended, of the right-of-way of the Chicago and North Western Railway Company, all in the Village of Win- netka, County of Cook and State of Illinois. Also by acquiring therefor by pur- chase, gift, grant or otherwise the fol- lowing described tracts of land: TRACT NUMBER 15. That part, of Block Fifty (50) in Winnetka, being a Subdivision of the Northeast Quar- ter of Section Twenty (20) and the North half of Fractional Section Twenty-one (21), in Township Forty- two (42) North, Range Thirteen (13) East of the Third Principal Meridian, according of the plat thereof re-re- corded in the office of the Recorder of Cook County, Illinois, in Book 5 of Flats, at Page 78 as Document Num- ber 119381, lying northeasterly of and adjoining a line drawn parallel with and seventy-five (75) feet southwesterly from, as measured at right angles to, the southwesterly line and said line extended, of the right-of-way of the Chicago and North Western Railway Company, and southwesterly of and adjoining a line drawn parallel with and nine (9) feet southwesterly from, as measured at right angles to the southwesterly line and said line ex- tended of said right-of-way, except- ing therefrom that part of said tract of land lying south of a line thirty- three (33) feet north of and parallel with the center line of Ash Street, said centerline being the south line of said Block Fifty (50), also except- ing therefrom that part of said tract of land lying north of a line thirty- three (33) feet south of and parallel with the center line of Cherry Street, said center line being the north line of said Block Fifty (50) all in the Village of Winnetka, County of Cook and State of Illinois. TRACT NUMBER 16. That part of Block Thirty-seven (37) in Winentka, being a Subdivision of the Northeast Quarter of Section Twenty (20) and the North half of -Fractional Section Twenty-one (21), in Township Forty- two (42) North, Range Thirteen (13) East of the Third Principal Meridian, according to the plat thereof, re-re- corded in the office of the Recorder of Cook County, Illinois, in Book 5 of Plats, at page 78, as Document Num- ber 119381, lying southwesterly of and adjoining a line drawn parallel with and nine (9) feet southwesterly from, as measured at right angles to, the southwesterly line and said line extended of the right-of-way of the Chicago and North Western Railway Company, excepting therefrom that part of said tract of land lying south of a line thirty-three (33) feet north of and parallel with the center line of Cherry Street, said center line be- ing the south line of said Block Thir- tv-seven (37), also excepting there- from that part of said tract of land lying west of a line thirty-three (33) feet east of and parallel with the center line of Ridge Avenue, said center line being the west line of said Block Thirty-seven (37), all in the Village of Winnetka, County of Cook and State of Illinois. And that said above described tracts of land when acquired as aforesaid, to- gether with the streets, avenues and public thoroughfares or portions thereof described as follows: That part of WINNETKA AVE- NUE described as beginning at the southeast corner of Lot Twelve (12) of said Whitman's Subdivision, thence west along the south line of said Lot Twelve (12), twenty-gight (28) feet; thence southeasterly thir- ty-five and seven tenths (35.7) feet, along a straight line parallel with the northeasterly line extended of said Lot Twelve (12), to the center line of said Winnetka Avenue; thence east one hundred twenty-three and two tenths (123.2) feet along the said center line of said Winnetka Avenue, to a line eighty (80) feet northeast- erly from, as measured at right angles to, the said northeasterly line extended of said Lot Twelve (12); thence northwesterly thirty-five and seven tenths (35.7) feet along a straight line parallel with said northeasterly line extended of said Lot Twelve (12), to a line thirty (30) feet north of and parallel with the center line of said Winnetka Avenue; thence west along said line thirty (30) feet north of and parallel with the center line of said Winnetka Avenue ninety-five and two tenths (95.2) feet to the point of beginning; CHURCH ROAD (formerly Church Street and Maple Avenue) from a line three hundred ninety (390) feet northwesterly from and parallel with the center line of Elder Lane extend- ed, as measured along the center line of said Church Road to the south line extended of Willow Street; WILLOW STREET from the east line extended of Forest Street to a line drawn parallel with and thirty (30) feet ncertheasterly from, as measured at right angles to the southwesterly line and said line extended of the right-of-way of the Chicago and North Western Railway Company; ASH STREET and CHERRY STREET between the respective north and south lines thereof and between the southwesterly line and said line ex- tended of the right-of-way of the Chicago and North Western Railway Company, and a line drawn parallel with and seventy-five (75) feet southwesterly from, as measured at right angles to the said southwest- erly line and said line extended of said right-of-way; RIDGE AVENUE, between the east line and the center line thereof, and between the south- westerly line and said line extended of the right-of-way of the Chicago and North Western Railway Com- pany and a line drawn parallel with and seventy-five (75) feet southwest- erly from, as measured "at right angles to, the said southwesterly line and said line extended of the said right-of-way; OAK STREET, from the east line extended of Lot Thir- teen (13) in the Subdivision of Block Thirty-six (36), Winnetka, being a Subdivision of the Northeast Quarter of Section Twenty (20) and the North half of Fractional Section one (21), in Township Forty-two (42) North, Range Thirteen (13) East of the Third Principal Meridian, accord- ing to the plat thereof re-recorded in the office of the Recorder of Cook County, Illinois, in Book 5. of Plats, at Page 78, as Document Number 119381, to a line thirty (30) feet east of and parallel with the east line ex- tended of Linden Street be improved in the manner hereinafter particularly described, so that the said proposed improvement shall connect with the existing pavement in the public street west of and adjoining the southwesterly line of the right-of-way cof the Chicago and North Western Railway Company, connecting Oak Street with Ridge Avenue, and by grubbing, grading, raking and smooth- ing .of parkways, excavating, filling with sand, flushing, draining, closing abandoned manholes and catchbasins, moving and relocating fire hydrants, adjusting manholes, adjusting and re- placing sidewalk approaches, and ad- justing and connecting existing pave- ments with the proposed pavement, gonstructing manholes, catchbasins, and combined manhole-catchbasins, valve vaults with valves, pedestrian subway with combined ventilating shaft and safety island, and cable guard fence, adjusting and replacing cast iron water pipes, curbing and paving with reinforced concrete a roadway forty- one (41) feet and four (4) inches in width from back to back of integral curb, from the north line of the ex- isting pavement in Winnetka Avenue, in said Winnetka Avenue, in and across the tracts of land herein pro- vided to be acquired, and in and along Church Road, and in and across Wil- low Street, Ash Street and Cherry Street, to the east line of Ridge Ave- nue; and that the said concrete pave- ment shall be widened along curved lines to meet the existing pavement in Winnetka Avenue at the easterly and westerly lines of that portion of Win- netka Avenue herein provided to be improved as more particularly herein- after described; and that said proposed concrete pavement, at its intersection with Church Road, shall be construct- ed to meet the existing pavement in said Church Road at said line three hundred ninety (390) feet northwest- erly from and parallel with the center line of Elder Lane extended, as meas- ured along the center line of said Church Road; and that the said pro- posed concrete pavement, at its inter- section with Willow Street, shall on the southwesterly side thereof be wid- ened along curved lines to meet the pavement herein proposed to be con- structed in Willow Street, at a line sixty-six (66) feet southwesterly from, as measured at right angles to, the southwesterly line and said line ex- tended of the right-of-way of the Chi- cago and North Western Railway Company, as more particularly here- inafter described; and that said pro- posed concrete pavement in Ash Street and in Cherry Street shall be widened along curved lines to the east to meet the existing pavements in said streets at the southwesterly line extended of the right-of-way of the Chicago and North Western Railway Company, as more particularly hereinafter describ- ed; and shall be widened along curved lines to the west to meet the existing pavements in said streets at a line parallel with and seventy-five (75) feet southwesterly from, as measured at right angles to, the southwesterly line and said line extended, of said right-of-way, as more particularly hereinafter described; and that said proposed concrete pavement shall con- nect with the existing bituminous macadam pavement in Ridge Avenue by adjusting and connecting the ex- isting bituminous macadam pavement in Ridge Avenue from the north end of the proposed concrete pavement at the east line of Ridge Avenue with the center line of Ridge Avenue, said center line of Ridge Avenue being the line of connection of the improvement herein provided for in said Ridge Avenue with the existing pavement in the pub- lic street lying west of and adjoining the southwesterly line of the right-of- way of the Chicago and North Western Railway Company, connecting Oak Street with Ridge Avenue, and by paving with reinforced concrete a roadway in Willow Street thirty-one (31) feet and four (4) inches in width from back to back of integral curb, from the east line extended of Forest Street east to the southwesterly line of the reinforced concrete pavement herein provided to be constructed in and across Willow Street, and by pav- ing with brick upon a concrete found- ation, a roadway in Oak Street fifty- one (51) feet and four (4) inches in width from back to back of integral curb, from the existing pavement at the east line extended of Lot Thirteen (13) in the Subdivision of Block Thir- ty-six (36), Winnetka, where the said proposed brick pavement, fifty-one (51) feet and four (4) inches in width shall connect with the existing pave- ment in said public street connecting Oak Street with Ridge Avenue, to a line thirty (30) feet east of and par- allel with the east line extended of Linden Street, and by curing and pro- tecting the proposed pavement and curbing, and by removing foundations under buildings located upon the tracts of land to be acquired for such Twenty- | improvement. ) The center line of the above propos- ed concrete pavement, except at curb corners as hereinafter described, shall be as follows: Beginning at a point in the north edge of the curb of the existing concrete pavement in Win- netka Avenue, said point of beginning being two hundred four (204) feet southwesterly from and as measured at right angles to the center line of the west main track of the Chicago and North Western Railway Company (said center line being fifty-five (55) feet southwesterly from and as meas- ured at right angles to and parallel with the easterly line and said easter- ly line extended of the right-of-way of the said Chicago and North West- ern Railway Company), thence north- westerly along a strajght line and parallel with said center line of said west main track five hundred seven and six tenths (507.6) feet to a point of curve, thence northwesterly along a curved line convex westerly having a degree of curvature of two degrees forty-four minutes (2° 44') for a dist- ance of five hundred twenty-seven and four tenths (527.4) feet to a point of reverse curve, thence northwesterly along a curved line convex easterly having a degree of curvature of two degrees fonty-four minutes (2° 44') for a distance of five hundred twenty- seven and four tenths (527.4) feet to a point seventy-two (72) feet south- westerly from, as measured at right angles to the said center line of said west main track; thence northwesterly along a straight line and parallel with said center line of said west main track, twelve hundred forty-three and two tenths (1243.2) feet to a point of curve, thence northwesterly along a curved line convex easterly having a degree of curvature of 0° 11' 50" for a distance of five hundred twenty-four (524) feet to a point of reverse curve, thence northwesterly along a curved line convex westerly having a degree of 'curvature of 0° 11°50" "for a dist- ance of five hundred twenty-four (524) feet to a point eighty-one and five tenths (81.5) feet southwesterly from and as measured at right angles to said center line of said west main track. thence northwesterly along a straight line and parallel with said center line of said west main track to the east line extended of Ridge Avenue. The center line of said proposed concrete pavement in Willow Street, Ash Street and Cherry Street shall conform to the center lines respective- ly of said Willow Street, Ash Street and Cherry Street. The center line of concrete pavement in Church Road where said proposed pavement joins the existing pavement in Church Road shall conform to the center line of said Church Road southerly of said propos- ed concrete pavement. The center line of said proposed brick pavement in Oak Street shall be thirty-eight (38) feet north of and parallel with the south line of said Oak Street. The finished grade of the top surface of said proposed concrete pavement and said proposed brick pavement shall be measured in feet and decimal parts of a foot above the established datum of the Village of Winnetka. Said grades are given at points along the said center line hereinbefore de- scribed and said points are measured in feet from said point of beginning of said center line. Said points where grades are given are designated as stations unless otherwise provided, and said stations are taken one hundred (100) feet apart and are designated as Station 0, Station 1, Station 2, etc., as follows: said proposed At Sation 0, the finished grade shall be... ...J 0. 0... 4.16 feet. At Station 1, the finished grade "shall "be..} ov. 4.10 feet. At Station 2, the finished grade shall be.....,...... 50 feet. At Station 3, the finished grade 'shall'be'. ..L., 0 0 .90 feet. At Station 4, the finished grade shall "ha. 50. A 0 30 feet. At Station 5, the finished grade "shall" be... .. 1... 0. 70 feet. At Station 6, the finished grade shall 'be... .. . 7.0 5.99 feet. At Station 7, the finished grade shalllibe... a... 00, 5.60 feet. At Station 8, the finished grade shall 'be...,., .. J}... .10 feet. At Station 9, the finished grade shall 'bay. Jo L005 4.60 feet. At Station 10, the finished grade 'shall' he... 0... 00.0 4.60 feet. At Station 11, the finished grade 'shall be... .'/7,... ... 35.10 feet. At Station 12, the finished grade shall 'be... 0. ys 5.60 feet. At Station 13, the finished grade shall be...:... A... 6.10 feet. At Station 14, the finished grade' shall 'be... ..,..., 60 feet. At Station 15, the finished grade: shall be..........W .10 feet. At Station 16, the finished grade shall 'Bex... 54.0 .60 feet. At Station 17, the finished grade shall he... ,..0. 0. 38.20 feet. At Station 18, the finished grade shall 'be, i. 0... 39.00 feet. At Station 19, the finished grade 'shall "be... . 5... .39.90 feet. At Station 20, the finished grade shall be.........,". 40.80 feet. At Station 21, the finished grade shall 'be..../)....., +. 41.70 feet. At Station 22, the finished grade "shall be.!. oi, ...,., 42.60 feet. At Station 23, the finished grade shall 'be. .,;,. 7... 43.560 feet. At Station 24, the finished grade shall be...... Jesus .44.40 feet. At Station 25, the finished grade shall be... ... LL 0A 45.30 feet. At Station 26, the finished grade shall be........ 5 6.26 feet. At Station 27, the finished grade: shall 'be.....,..., ..47.65 feet. At Station 28, the finished grade shall be... 5... 00... .49.51 feet. At Station 29, the finished grade shall ' be... ,........ 51.80 feet. At Station 30, the finished gradesshall hel... ....... 15 fect. At Station 31, the finished grade: 'shall "be...,......%, 50 feet. At Station 32, the finished grade' shall be........., ..b8.78 feet. At Station 33, the finished grade 'shall be... ;..., 58 feet. At Station 34, the finished grade shall' be... ,.,. ... ..61.83 feet. At Station 35, the finished grade shallipe... od) 62.60 feet. At Station 36, the finished grade shall'"be....., oy .30 feet. At Station 37, the finished grade "shall 'ba... vue 64.00 feet. At Station 38, the finished grade shall' he... l)..... ..64.70 feet. At Station 39, the finished grade 'shall 'be.:..... ..,.. 65.40 feet. At Station 40, the finished grade'shall* bel... ......... 66.10 feet. At Station 41, the finished grade shall"be.../},.. a, 66.80 feet. At Station 42, the finished grade 'shall "be... ., Zia, 67.50 feet. The finished grades of said concrete pavement shall meet the existing grades of the pavement in Winnetka Avenue, Church Road, Ash Street, Cherry Street and Ridge Avenue. The finished grade along the center line of said proposed concrete pavement in Willow Street at the east line extend- ed of Forest Street shall be 60.10 feet; at a point seventy-five (75) feet east of the said east line of Forest Street said finished grade shall be 59.56 feet; at a point one hundred seventy-five (175) feet east of the said east line of Torest Street said finished grade shall be 58.05 feet; at a point two hundred fifty (250) feet east of the said east line of Forest Street, said finished grade shall be 56.85" feet. The finished grade of said concrete pavement in Willow Street shall meet the existing grade at Forest Street. The finished grade along the center line of said proposed brick pavement in Oak Street shall meet the existing brick pavement at Oak Street at a point thirty (30) feet east of and parallel with said east line extended of Linden Street; at a point one hundred thirty (130) feet east of said east line of Linden Street said finished grade shall be 67.40 feet; at a point one hundred fifty (150) feet east of said east line extended of Lin- den Street, said finished grade shall be 67.30 feet. Said finished grade of the said pavement in Oak Street shall meet the existing grade of the pave- ment in Oak Street at the east line extended of Lot Thirteen (13),. Block Thirty-six (36), Winnetka. The radii of the curb corners where said proposed improvement connects with the existing curbs of connecting streets shall be as follows: At the northwesterly corner of WINNETKA AVENUE, thirty-five (35) feet; at the northeast corner of WINNETKA AVE- NUE, sixty (60) feet; at the southerly corner of CHURCH ROAD, ten (10) feet, at the westerly corner of CHURCH ROAD, one hundred fifty at the southwesterly corner of WILLOW STREET, sixty (60) feet; at the northwesterly corner of WIL- LOW STREET, thirty-five (35) feet; at the southwesterly corner of ASH STREET, thirty-five (35) feet; at the northeasterly corner of ASH STREET, (150) feet; thirty-five (35) feet; at the northwest- erly. corner of ASH STREET, fifteen (ih) feet; at the southeasterly corner of ASH STREET, fifteen (15) feet; at the southwesterly corner of CHERRY STREET, thirty-five (35) feet; at the northwesterly corner of CHERRY STREET, fifteen (15) feet; at the northeasterly corner of CHERRY STREET, thirty-five (35) feet; at the southeasterly corner of CHERRY STREET, fifteen (15) feet; at the southerly corner of Ridge Avenue, ten (10) feet; at the connection with the existing westerly curb along the driveway into the Depot Grounds of the Chicago and Noz#th Western Rail- way Company, ten (10) feet. The pedestrian subway hereinabove provided for shall be constructed in and along Church Road, along the southerly portion of Willow Street Street more particularly described as follows: The west entrance of said subway shall be located in the south parkway of Willow Street, the center line of said subway beginning at a point eleven feet four inches (11' 4") north of the present south line of Wil- low Street and sixty-nine feet four inches (69 4") west of the intersection of the present west line of Church Road with the present south line of Willow Street, thence east and parallel with said south line of Willow Street twenty-two feet six inches (22' 6"), thence northeasterly along a straight line one hundred sixteen (116) feet to a point twenty feet seven inches (20' 7") north of the said south line extended of Willow Street, said point being in the easterly line of the entrance of said subway. All of the above described proposed improvement shall be constructed in the Village of Winnetka, County of Cook and State of Illinois. I herewith submit an estimate of the cost of such proposed local im- provement (exclusive of the cost of the land and buildings to be taken or damaged therefor), including all labor and materials, cost of engineering serv- ices, and all other expenses necessary to construct said proposed local im- provement as provided by law, viz: ESTIMATE OF COST 21500 square yards (as measured from back to back of integral curbs) of one course Portland cement con- crete pavement eleven (11) inches thick, composed by volume of one (1) part Portland cement, two (2) parts sand and three and one-half (33%) parts gravel or crushed stone, in place at Four Dollars eighty- five cents ($4.85) per square yard, A ERR LPR BR TA ofa $104,275.00 77.4 tons of steel wire mesh for rein- forcing said concrete pavement, said mesh weighing 0.8 pounds per square foot, in place at One Hun- dred twenty Dollars ($120.00) i transverse expansion joint filler ("Elastite" or its equal) one-half (%) inch thick and eleven (11) inches wide, spaced fifty (50) feet apart from end to end of concrete pavement and extending from edge to edge of pavement and normal to the center line thereof, in place at twenty cents (20c) per lineal foot, a RR ANS 740.00 smooth steel transverse expansion joint bars, two (2) feet long, one (1) six (6) inch end of each of said bars shall be greased and to the said six (6) inch end shall be fast- ened a cap of asphalt one (1) inch thick and one and one-half (11%) inches in diameter; said bars shall be spaced three (3) feet six (6) inches apart, in place at twenty cents" (20cy each .....L,.. ..¢ $240.00 950 three-quarters (3) inch deformed steel longitudinal joint bars; each of said bars shall be five (5) feet long and spaced five (5) feet apart from end to end of said pavement, in place at fifty cents (50c) each, SN REL oan al Ae $475.00 4500 lineal feet of trapezoidal shaped longitudinal joint, constructed along the center line from end to end of said concrete pavement and extending from the top to the bot- tom of said pavement; the concrete on one side of said joint shall be painted with a hot asphaltic cement, complete at five cents (5¢) per lineal foot, I... Jv. hE, Ju $225.00 21500 square yards of said concrete pavement cured by covering uni- formly the surface of said pave- ment, using two and one-half (2%) pounds of flaked calcium chloride to each square yard of said pave- ment, in place at four cents (4c) per square yard, $860.00 900 square yards, measured from face to face of integral curb, of vitrified brick paving wearing surface, four (4) inches in thickness, in place at Three Dollars fifty-eight cents ($3.58) per square yard, ....$3,222.00 900 square yards of seven (7) inches thick concrete base for said brick pavement, said concrete base com- posed by volume of one (1) part Portland cement, two and one-half (2%) parts sand and four (4) parts gravel or crushed stone, in place at Two Dollars ($2.00) per square vard, $1,800.00 900 square yards of one (1) inch thick sand cushion spread on the said concrete base, in place to receive the brick wearing surface, at ten cents (10c) per square yard, ..$90.00 900 gallons of asphaltic joint filler to be placed in joints between the brick, and between the brick and the curb of said brick wearing sur- face, in place at thirty cents (30c) per gallon, $270.00 900 square yards of sand top dressing for said brick wearing surface, one- fourth (1%) inch thick, in. place at two cents (2¢) per square yard, $18.00 9100 lineal feet of Portland cement concrete curb constructed integral with, on top of and along the edge of said proposed concrete pavement, except where said concrete pave- ment shall join the existing pave- ments at Winnetka Avenue, Church Road, Willow Street, Ash Street, Cherry Street, at the east line of Ridge Avenue, and except one hun- dred eight (108) feet of the wester- ly curb of said concrete pavement, the southerly end of said one hun- dred eight (108) feet being one thousand 'fifty-five (1055) feet northwesterly from as measured along the said westerly edge of said proposed concrete pavement from the north edge of the existing concrete pavement in Winnetka Avenue, the said omission of said one hundred eight (108) feet of curb being opposite the easterly end of a new street to be known as Sunset Road. The back of said curb shall be flush with the edge of the pavement and the body portion of said curb shall be composed by volume of one (1) part Portland cement, two (2) parts sand and three and one-half (3%) parts gravel or crushed stone; the ex- posed surfaces of said curb to a depth of one-half (1%) inch shall be composed by volume of one (1) part Portland cement and two (2) parts sand. Said curb shall be six (6) inches high, shall be six and one-half (61%) inches wide at the top and nine and one-half (9%) inches wide where it joins the said pavement and shall have an av- erage width of eight (8) inches and the exposed corners of the curb shall be rounded. Open expansion joints one-half (%) inch in width shall be left in said curb above all expansion joints in said pave- ment. in place at fifty cents (50c) ner. lineal foot, i... v-eivee $4,550.00 315 lineal feet of Portland cement concrete curb constructed integral with and along the edges of the concrete base of the brick pavement herein provided for, except where said brick pavement shall join the existing brick pavement in Oak Street and the existing tar maec- adam pavement in Oak Street, where said concrete curb shall be omitted. The face and bottom of said curb shall be flush with and join the edge and bottom respec- tively of said concrete base. Said curb shall extend from the bottom of the concrete base of said brick pavement to six (6) inches above the top surface of the said brick pavement at the edge thereof and said curb shall have a total height of eighteen (18) inches and the lower twelve (12) inches of said curb shall be eight (8) inches thick, and the top of said curb shall be seven (7) inches thick. The body portion of said curb shall be com- posed by volume of one (1) part Portland cement, two and one-half (21%) parts sand and four (4) parts gravel or crushed stone. The ex- posed surface of said curb to a depth of one-half (1%) inch shall be composed by volume of one (1) part Portland cement and two (2) parts sand. Open expansion joints one-half (3%) inch in width and fifty (50) feet apart shall be left in said curb. Said curb shall also be divided into five (5) foot sec- tions by closeN joints and all ex- posed corners shall be rounded, in place at One Dollar ($1.00) per lineal foot, $315.00 6400 cubic yards of excavation in the grading of the roadway for con- crete and brick pavements and in- tegral curbs, measured in the cut, including the removal of all sur- plus excavated materials remaining after the completion of the con- struction of the said pavements and curb, (due allowance being made for the salvage value of the pave- ment brick to be removed as ex- cavated material) at One Dollar thirty cents ($1.30) per cubic yard, $8,320.00 1000 cubic yards of excavation in the grading of the narkways measured in the cut. including the removal of all surplus parkway excavation, said parkways being the portion of said improvement between the east- erly curb and the easterly line of said improvement and between the westerly curb and the easterly edge of the westerly sidewalk along said improvement or where there is no sidewalk, then to a line seven (7) feet four (4) inches easterly from and parallel with the westerly line of said improvement. The parkway in Willow Street shall be the por- tion of said improvement lying be- tween the north curb of said Willow Street and the south edge of the existing sidewalk on the north side of said Willow Street, and between the south curb of said Willow Street and the north edge of the existing sidewalk on the south side of said Willow Street. The south parkway in Oak Street shall be that portion of said improvement in Oak Street lying between the south curb of said brick pavement and the south sidewalk; and the north park- way in Oak Street shall be that portion of said Oak Street lying between the north line of the curb of the brick pavement and the north line of Oak Street; at One Dollar fifty cents ($1.50) per cubic vard, . $1,500.00 22400 square yards of subgrade pre- pared to receive the concrete pave- ment, brick pavement, and integral curbs, by grading and rolling same, at ten cents (10c) per square yard, a $2,240.00 2500 cubic yards of sand filling for the fill at the intersection of Wil- low Street and Church Road, and in Church Road from the south line extended of Willow Street southerly to a line two hundred (200) feet) from the said south line of Wil- low Street, and in Willow Street from a line one hundred seventy- five (175) feet east of the east line extended of Forest Street to the west line extended of Church Road, flushed with water and in place at Two Dollars fifty cents ($2.50) per cubic yard, i irs $6,250.00 3170 lineal feet of four (4) inch pipe drains laid at an average depth of three (3) feet below the top of the curb, three (3) feet therefrom and in the easterly parkway of the proposed improvement from Win- netka Avenue northerly for a dis- tance of two thousand seven hun- dred forty (2740) feet, and from Ash Street northerly for a distance of four hundred thirty (430) feet; the trenches therefor shall be backfilled