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Continued from page The said integral curbs shall be five (5) inches in sheight above the adjoin- ing top surface of the pavement, shall be six (6) inches in width and the combined height of the curbs and pavement shall be eleven (11) in- ches at the back of the curbs, and the bottom surface of the curbs shall be flush with the bottom surface of the pavement. The thickness of the con- crete at the center line of the twenty-eight (28) foot pavement and at all street intersections shall be twelve (12) inches. The thickness of the con- crete at the center line of the twenty-four (24) foot pavement shall be eleven (11) inches. The thickness of the con- crete at the center line of the nineteen (19) foot pavement shall be ten (10) inches. The thickness of the con- crete for all pavements adjoining the roadway faces of the integral curbs shall be six (6) inches. The thickness of the con- crete for the fourteen (14) foot pavement shall be twelve (12) inches at the edge adjoining the center line of Winnetka Avenue and six (6) inches at the edge adjoining the face of the integral curb. The thickness of the con- crete for the thirty-nine (39) foot pavement shall be as follows: At the edges adjoining the road- way faces of the integral curb, six (6) inches; along the center line of the pave- ment, twelve (12) inches; along a line thirteen (13) feet three (3) inches north of the center line of Win- netka Avenue, seven (7) inches. The thickness of the con- crete for the twenty-sev- en (27) foot six (6) inch pavement shall be as fol- lows: At the edges ad- joining the roadway faces of the integral curbs, six (6) inches; along the cen- ter line of the pavement, twelve (12) inches; along a line eight (8) feet nine (9) inches east of the center line of Woodland Avenue, and along a line eight (8) feet nine (9) in- ches west of the center line of Essex Road, eight and one-half (81%) inches. All of said proposed pave- 36,5600 IS 131 Dollars ($60.00) each.... 5b -- 1 19 ment as hereinbefore de- scribed shall be covered with a two (2) inch layer of fine earth, shall be kept wet with water for ten (10) days and the said fine earth shall be then removed. cubic yards of excava- tion for roadway, (meas- ured in the cut) including grading, grubbing, remov- ing all surplus excavated materials, preparing the subgrade to receive the reinforced Portland ce- ment concrete pavement and integral curb, grad- ing and leveling the park- WAYS, al SIX(y cents (60) per cubic yard............$ brick masonry manholes consisting of eight feet over all of brick work, four (4) feet inter- nal diameter, side walls eight (8) inches thick, bottoms six (6) inches thick, each furnished with a cast iron manhole cover weighing four hundred eighty (480) pounds, twenty-four (24) inches internal diameter, nine (9) inches high, average thickness of metal one (1) inch, including exca- vation, complete, at Sixty Dollars ($60.00) each..... $ brick masonry catch ba- sins consisting of six (6) feet six (6) inches over all of brick work, four (4) feet internal diameter, side walls eight (8) inches thick, bottoms six (6) inches thick, each fur- nished with a cast iron catch basin cover yeigh ing three hundred fifty (350) pounds, with ad- justable backs, horizontal grate eighteen (18) inches by twenty-two (22) inch- es, average thickness of metal one (1) inch, and each provided with an eight (8) inch internal di- ameter vitrified tile pipe bend, including excava- tion, complete at iif rick masonry catch basins consisting of six (6) feet six (6) inches over all of brick work, four (4) feet internal di- ameter, side walls eight (8) inches thick, bottoms six (6) inches thick, each furnished with a cast iron manhole cover weighing four hundred eighty (480) pounds, twenty-four (24) inches internal diameter, nine (9) inches high, av- erage thickness of metal one (1) inch, having a perforated lid, each of said catch basins pro- vided with an eight (8) inch internal diameter vitrified tile pipe bend, in- cluding excavation, com- plete, at Fifty-five Dol- lars ($55.00) each........ $ brick masonry combina- tion manholes and catch- basins consisting of sev- en (7) feet over all of brick work, four (4) feet internal diameter, side walls eight (8) inches thick, bottoms twelve (12) inches thick, each furnished with a cast iron catch basin cover weighing three hundred fifty (350) pounds, with adjustable back, horizon- tal grate eighteen (18) inches by twenty-two (22) inches, average thickness of metal one (1) inch, in- cluding excavation, com- plete, at Sixty Dollars ($60.00) each ............$ brick masonry valve vaults consisting of six (6) feet six (6) inches over all of brick work, four (4) feet internal di- ameter, side walls eight (8) inches thick, bottoms six (6) inches thick, each furnished with a cast iron 21,900.00 240.00 7,860.00 275.00 660.00 29 cast 1,950 2,010 33,030 3,645 3,675 9 new cast 2 new cast on WINNETKA WEEK ------------e-------- LY TALK, FRIDAY, FEBRUARY 8, 1918 : manhole cover weighing four hundred eighty (480) pounds, twenty-four (24) inches internal diameter, nine (9) inches high, av- erage thickness of metal one (1) inch, including ex- cavation, complete, at Sixty Dollars ($60.00) iron sewer inlets, each set on a Portland cement concrete base thirty-six (36) inches square, eighteen (18) inches thick, said con- crete composed by volume of one (1) part cement, two (2) parts sand and three (3) parts crushed limestone, each furnished with a cast iron inlet cov- er weighing three hundred fifty (350) pounds, with adjustable back, horizon- tal grate eighteen (18) inches by twenty-two (22 inches, average thickness of metal one (1) inch, including excavation, complete, at Twenty- eight Dollars ($28.00) eneh v5, 04 wv a FERMI 3 new cast iro sin covers, each weigh- ing three hundred fifty (350) pounds, with adjust- able back, horizontal grate eighteen (18) inch- es by twenty-two (22) inches, average thickness of metal one (1) inch, set in place, at Twenty-two Dollars ($22.00) each.... .$ iron manhole catch' ba- covers, each weighing four hundred eighty (480) pounds, twenty four (24) inches internal diameter, nine (9) inches high, av- erage thickness of metal one (1) inch, set in place, at Twenty - five Dollars ($25.00) each ............ iron manhole covers, each weighing four hundred eighty (480) pounds, twenty-four (24) inches internal diameter, nine (9) inches high, av- erage thickness of metal one (1) inch, having per- forated lid, set in place at Twenty-five Dollars ($25.00) each ........:.. .$ 19 present catch basin cov- ers adjusted to finished grade, at Ten Dollars ($10.00). cach ............ .$ 141 present manhole covers adjusted to finished grade, at Two Dollars ($2.00) each ........ AGEN 1 All brick masonry above specified shall be laid in a mortar composed by vol- ume of one (1) part Port- land cement and two (2) parts sand. All cast iron covers above specified shall be thoroughly coated with an asphaltic paint. All manholes above speci- fied shall be similar in design the present manhole at the east end of Sunset Road in Remy Park Subdivision, in Win- netka, Illinois. All catch basins above specified shall be similar in design to the present, catch ba- sin at the northwest cor- ner of Elm Street and Lincoln Avenue, in Win- netka, Illinois. "All sewer inlets above specified shall be similar in de- sign to the present inlet on the east side of Sher- idan Road three hundred (300) feet southerly from Humboldt Avenue, in Winnetka, Illinois. Wa- ter shall be used in the preparation of all concrete and mortar herein pro- vided for. present fire hydrants re- set two (2) feet back of said integral curb, at Thirty Dollars ($30.00) CRN einai wes wine ¥ present electric light poles reset two (2) feet back of said integral curb, at Twenty-two Dollars ($22.00) each ............ square feet of present concrete sidewalk ap- proaches adjusted to fin- ished grades, at fifteen cents (.15¢) per square foot Sr teeta e lineal feet of Portland ce- ment concrete sidewalk ap- proaches five (5) feet four (4) inches in width, four (4) inches thick at the edges and five (5) inches thick at the center line, laid on a six (6) inch lay- er of cinders, said con- crete to be composed by volume of one (1) part cement, two (2) parts sand and three (3) parts crushed limestone, at One Dollar ($1.00) lineal foot lineal feet of four inch internal diameter vitrified, salt glazed tile road drain pipe laid at an average depth of three and one-half (31%) feet be- low top of curb, top half of said pipe joints to be covered with a band of tar paper three (3) inches in width, the trenches to be backfilled to the sur- face of the ground with cinders and earth in al- ternate piles of equal volume, at twenty-five cents (.25c) per lineal 100 Sm i $ lineal feet of four (4) inch internal diameter vitrified, salt glazed tile road drain pipe laid un- der the proposed pave- ment at an average depth of three and one- half (3%) feet below top of curb, top half of pipe joints to be covered with a band of tar paper three (3) inches in width, th trenches to be backfilled to the surface of the ground with sand, at forty cents (.40c) per lin- eal ifoot ut. a $ lineal feet of eight (8) inch internal diameter vitrified, salt glazed tile bell and spigot road drain pipe, including catch ba- sin: and inlet connections, laid at an average depth of six (6) feet six (6) inches below top of curb, with Portland cement mortar joints composed by volume of one (1) part cement and twd® (2) parts sand, the trenches to be backfilled to the surface of the ground with cinders and earth in alternate piles of equal volume, at seventy-five cents (.75c) (4) cereenn $1,140.00 812.00 66.00 50.00 190.00 150.00 440.00 2,010.00 8,257.50 1,458.00 per lineal foot...........§ 2,756.25 above estimate does not exceed the able cost of the above ment and the lawful expenses attending the same. 2,015 lineal feet of eight (8) inch internal diameter vitrified, salt glazed tile bell and spigot road drain pipe, including catch ba- sin_and inlet connections, laid under proposed pave- ment,at an average depth of four (4) feet six (6) inches below top of curb, with Portland cement mortar joints composed by volume of one (1) part cement and two (2) parts sand, the trenches to be backfilled to the surface of the ground with sand, at One Dol- jar ($1.00) per lineal 00 (10) 2,015.00 1,430 feet of ten inch internal diameter vitrified, salt glazed tile bell and spigot road drain pipe, laid at an average depth of eight (8) feet below top of curb, with Portland cement mortar joints composed by vol- ume of one (1) part ce- ment and two (2) parts sand, the trenches to be backfilled to the surface of the ground with cin- ders and earth in alter- nate piles of equal vol- ume, at One Dollar sixty cents ($1.60) per lineal FOOL vit, ho ERP 2,288.00 170 lineal feet of inch internal vitrified, salt glazed tile bell and spigot road drain pipe laid under pro- posed pavement at an average depth of eight (8) feet below top of curb, with Portland cement mortar joints composed by volume of one (1) part cement and two (2) parts sand, the trenches to be backfilled to the surface of the ground with sand, at Two Dollars fifteen cents ($2.15) per lineal F000: Ls i ir a ea ee Engineering and super- vision during construc- tion of said proposed im- provement .t........... 3 $195,100.00 All lawful expenses attend- ing the proceedings for making said proposed im- provement, including court costs and cost of making, levying and col- lecting the assessment for said proposed im- provement, not in excess of six per centum (69) of said $195,100.00........ $ 11,706.00 Total ten (10) diameter w = = 9,145.45 estimated cost of said proposed improve- ment... cae. ve $206,806.00 Respectfully submitted, WM. D. McKENZIE, President of the Board of Local Improvements of the Village of Winnetka, Cook County, Illinois. 1 hereby certify that in my opinion the prob- proposed improve- WM. D. McKENZIE, President of the Board of Local Improvements of the Village of Winnetka, Cook County, Illinois. RDINANCE. AN O FOR THE IMPROVEMENT OF WALNUT STREET FROM THE PRESENT PAVE- MENT IN WILLOW STREET TO THE PAVEMENT HEREIN PROPOSED TO BE CONSTRUCTED IN HAWTHORN ! LANE: POPLAR STREED. FROM THE PRESENT PAVEMENT IN OAK STREET TO THE PRESENT PAVEMENT IN CHERRY STREET: ALSO POPLAR STREET FROM THE PRESENT PAVE- MENT IN CHERRY STREET TO THE PRESENT PAVEMENT IN ASH STREET; ALSO POPLAR STREET FROM THE PRESENT PAVEMENT IN ASH STREET TO THE PRESENT PAVEMENT IN WILLOW STREET ; ALSO POPLAR STREET FROM THE PRESENT PAVEMENT IN WILLOW STREET TO THE PRESENT PAVE. MENT IN WILSON STREET; MYRTLE STREET FROM THE PRESENT PAVE. MENT IN WILLOW STREET TO THE PAVEMENT HEREIN PROPOSED TO BE CONSTRUCTED IN HILL ROAD ; FAIRVIEW AVENUE FROM THE PRESENT PAVEMENT IN ASH STREET TO THE PRESENT PAVEMENT IN WILLOW STREET; ALSO FAIRVIEW AVENUE FROM THE PRESENT PAVE- MENT IN WILLOW STREET TO THE PAVEMENT HEREIN PROPOSED TO BE CONSTRUCTED IN ELDER LANE: WOODLAND AVENUE FROM THE PRESENT PAVEMENT IN WILLOW STREET TO THE PAVEMENT HERE- IN PROPOSED TO BE CONSTRUCTED IN WINNETKA AVENUE; CRESCENT AVENUE FROM THE PAVEMENT HEREIN PROPOSED TO BE CON. STRUCTED IN HAWTHORN LANE TO THE PAVEMENT HEREIN PROPOSED TO BE. CONSTRUCTED IN ELDER LANE; ESSEX ROAD FROM THE PAVEMENT HEREIN PROPOSED TO BE CONSTRUCTED IN ELDER LANE TO THE PAVEMENT HEREIN PRO- POSED TO BE CONSTRUCTED IN WINNETKA AVENUE; FIR STREET FROM THE PRESENT PAVEMENT IN WILSON STREET TO THE PAVE- MENT HEREIN PROPOSED TO BE CONSTRUCTED IN FAIRVIEW AVE- NUE, EXCEPT THE PAVEMENTS HEREIN PROPOSED TO BE (CON- STRUCTED AT THE INTERSECTIONS OF SAID FIR STREET WITH WAL- NUT STREET, POPLAR STREET AND MYRTLE STREET; HAWTHORN LANE FROM THE PRESENT PAVEMENT IN WILSON STREET TO THE SOUTH- WESTERLY LINE EXTENDED OF SHERIDAN: ROAD, EXCEPT THE PAVEMENTS HEREIN PROPOSED TO BE CONSTRUCTED AT THE INTER- SECTIONS OF SAID HAWTHORN LANE WITH POPLAR STREET, MYRTLE STREET, FAIRVIEW AVE NUE, AND WOODLAND AVENUE: ELDER LANE FROM THE PRESENT PAVEMENT IN WILSON STREET TO THE SOUTHWESTERLY LINE REX- TENDED OF SHERIDAN ROAD, EX- CEPT THE PAVEMENTS HEREIN PRO- POSED TO BE CONSTRUCTED AT THE INTERSECTIONS or SAID ELDER LANE WITH POPLAR STREET. MYRTLE STREET AND WOODLAND AVENUE; SUNSET ROAD FROM THE PAVEMENT HEREIN PROPOSED TO BE CONSTRUCTED IN POPLAR STREET AND FROM THE PRESENT PAVEMENT IN WILSON STREET TO THE WEST LINE OF THE REMY PARK SUBDIVISION, EXCEPT THE PAVEMENT HEREIN PROPOSED TO BE CONSTRUCTED AT THE INTER- SECTION OF SAID SUNSET ROAD WITH MYRTLE STREET: ALSO SUN- SET ROAD IN SAID REMY PARK SUB- DIVISION FROM THE WEST LINE OF SAID SUBDIVISION EASTERLY AND NORTHEASTERLY ALONG CURVED LINES TO A POINT NORTH OF AND OPPOSITE THE EAST END OF THE CURVED LINE BOUNDING THE NORTHWESTERLY PORTION OF THE PUBLIC PARK IN SAID SUBDIVISION LYING WEST OF WOODLAND AVE- NUE, THENCE EAST IN A STRAIGHT LINE PARALLEL WITH THE STRAIGHT LINE AND SAID STRAIGHT | / J THE WIDTH OF LINE EXTENDED BOUNDING THE NORTH SIDE OF THE SEVERAL PUB- LIC PARKS IN SAID SUBDIVISION TO A POINT NORTH OF AND OPPOSITE THE WEST END OF THE CURVED LINE BOUNDING THE EASTERLY PORTION OF THE PUBLIC PARK IN SAID SUBDIVISION LYING EAST OF ESSEX ROAD, THENCE EASTERLY, SOUTHERLY AND WESTERLY PARAL. LEL WITH THE SAID CURVED LINE BOUNDING THE EASTERLY END OF SAID LAST MENTIONED PUBLIC PARK TO A POINT SOUTH OF AND OPPOSITE THE WEST END OF SAID CURVED BOUNDARY LINE, THENCE WEST IN A STRAIGHT LINE PARAL- LEL WITH THE STRAIGHT LINE AND SAID STRAIGHT LINE EXTENDED BOUNDING THE SOUTH SIDE OF THE SEVERAL PUBLIC PARKS IN SAID SUBDIVISION TO A POINT SOUTH OF AND OPPOSITE THE EAST END OF THE CURVED LINE BOUND- ING THE SOUTHWESTERLY PORTION OF THE SAID PUBLIC PARK LYING WEST OF WOODLAND AVENUE, THENCE NORTHWESTERLY 4 WESTERLY ALONG CURVED LINES TO AND CONNECTING WITH PAVEMENT HEREINBEFORE PRO- POSED TO BE CONSTRUCTED IN SAID SUNSET ROAD AT THE WEST LINE OF SAID REMY PARK SUBDIVISION, EXCEPT THE PAVEMENTS HEREIN PROPOSED TO BE CONSTRUCTED AT THE INTERSECTIONS OF SAID SUN- SET ROAD WITH WOODLAND AVE- NUE, AND EXCEPT THE PAVEMENTS HEREIN PROPOSED TO BE (ON- STRUCTED AT THE INTERSECTIONS OF SAID SUNSET ROAD WITH ESSEX ROAD; HILL ROAD FROM THE PRESENT PAVEMENT IN WILSON STREET TO THE PRESENT PAVE- MENT AT THE WEST LINE OF TRIER CENTER NEIGHBORHOOD SUBDIVI- SION; THAT PORTION OF WINNET- KA AVENUE WITHIN THE VILLAGE OF WINNETKA FROM THE NORTH- EASTERLY LINE EXTENDED FROM THE NORTHWEST OF THE RIGHT OF WAY OF THE CHICAGO, NORTH SHORE AND MILWAUKEE RAILROAD TO THE WEST LINE OF THRE SOUTH- EAST QUARTER OF SECTION TWEN- TY-ONE (21), TOWNSHIP FORTY-TWO (42) NORTH, RANGE THIRTEEN (13) EAST; ALSO WINNETKA AVENUE FROM THE SAID WEST LINE OF THE SOUTHEAST QUARTER OF SECTION TWENTY-ONE (21) AND FROM THE WEST LINE OF THE NORTHEAS QUARTER OF SECTION TWENTY- EIGHT (28), TOWNSHIP AND RANGE AFORESAID, TO THE EAST LINE AND THE EAST LINE EXTENDED OF TIIE WEST HALF OF THE SAID NORTI- EAST QUARTER OF SECTION TWEN- TY-EIGHT (28) AFORESAID; ALSO THAT PART OF WINNETKA AVENUE WITHIN THE VILLAGE OF WINNRET- KA FROM THE EAST LINE EXTEND- ED OF SAID WEST HALF OF THE NORTHEAST QUARTER OF SECTION TWENTY-EIGHT (28) AFORESAID TO THE SOUTHWESTERLY LINE EX- TENDED FROM THE NORTHWEST OF SHERIDAN ROAD; BERTLING LANE FROM THIS PAVEMENT HEREIN PRO POSED TO BE CONSTRUCTED IN WINNETKA AVENUE TO AND CON- NECTING WITH THE PRESENT PAVE- MENT IN SAID BERTLING LANE FIFTY-EIGHT (58) FEET NORTH OF AND PARALLEL WITH THE NORTH LINE EXTENDED OF SAID WINNET- KA: AVENUE: ALSO THE STREET RETURNS OF WINNETKA AVENUE AT WILSON STREET, WARWICK AVE- NUE, ABBOTTSFORD ROAD, AND THAT PORTION OF THE SOUTH STREET RETURN OF SAID WINNETKA AVE- NUE AT ESSEX ROAD WITHIN THE VILLAGE OF WINNETKA, AS IAR BACK AS THE STREET LINE OF WIN- NETKA AVENUE EXTENDED, BY AD JUSTING PRESENT MANHOLE COV ERS, ADJUSTING PRESENT CATCH BASIN COVERS, ADJUSTING PRES- ENT CONCRETE SIDEWALK AP- PROACHES, RESETTING PRESENT FIRE HYDRANTS, RESETTING PRES- ENT ELECTRIC LIGHT POLES, FUR- NISHING AND SETTING NEW CAST IRON MANHOLE COVERS AND CAST IRON CATCHBASIN COVERS, CON- TRUCTING BRICK MASONRY VALVE VAULTS, CONSTRUCTING NEW CON- CRETE SIDEWALK APPROACHES, CONSTRUCTING VITRIFIED SALT GLAZED TILE ROAD DRAINS AND CONNECTIONS, CONSTRUCTING BRICK MASONRY MANHOLES WITH CAST IRON COVERS, CONSTRUCTING BRICK MASONRY COMBINATION MANHOLES AND CATCHBASINS WITH CAST IRON COVERS, CONSTRUCTING BRICK MASONRY CATCHBASINS WITH CAST IRON COVERS, CONSTRUCTING CAST IRON SEWER INLETS EACH ON A CONCRETE BASE, REFILLING TILE ROAD DRAIN TRENCHES UNDER PROPOSED PAVE- MENTS WITH SAND, REFILLING ALL OTHER TILE ROAD DRAIN TRENCH- ES IN SAID PROPOSED' IMPROVE- MENT WITH EQUAL PARTS CINDERS AND EARTH, EXCAVATING, GRAD- ING AND PREPARING THE SUB- GRADE TO RECEIVE THE PROPOSED PAVEMENT, GRADING AND LEVEL- ING THE PARKWAYS, GRVUBBING, REMOVING ALL SURPLUS EXCAVAT- ED MATERIALS AND PAVING WITH A ONE (1) COURSE REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT WITH INTEGRAL CURBS, WITH ASPHALTIC FELT FILLED JOINTS, INCLUDING A TWO (2) INCH EARTH COVERING UPON SAID PAVEMENT, THE WETTING AND CLEANING OF THE SAID CONCRETE WEARING SURFACE OF SAID PRO- POSED PAVEMENT, INCLUDING ALL LABOR AND MATERIAL, AND EN- GINEERING AND SUPERVISION DUR- ING THE CONSTRUCTION OF THE SAID PROPOSED IMPROVEMENT, THE ROADWAY TO BE COVERED WITH THE PROPOSED CONCRETE PAVEMENT, INCLUDING THE INTEGRAL CURB IN THAT PART OF WINNETKA AVENUE WITHIN THE VILLAGE OF WINNETKA FROM THE NORTHEASTERLY LINE BEXTENDED FROM THE NORTHWEST, OF THE RIGHT OF WAY OF THE CHICAGO, NORTH SHORE AND MILWAUKEE RAILROAD TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SEC- TION TWENTY-ONE (21), TOWNSHIP FORTY-TWO (42) NORTH. RANGE THIRTEEN (13) EAST, SHALL BE FOURTEEN (14) FEET. THE WIDTH OF THE ROADWAY TO BE COVERED WITH THE PROPOSED CONCRETE PAVEMENT, INCLUDING THE INPEGRAL CURBS IN THAT PART OF WINNETKA AVENUE FROM THE WEST LINE OF SAID SOUTHEAST QUARTER OF SECTION TWENTY-ONE (21) AND FROM THE WEST LINE OF THE NORTHEAST QUARTER OF SEC TION TWENTY-EIGHT (28) IN THE TOWNSHIP AND RANGE AFORESAID, TO THE EAST LINE AND THE EAST LINE EXTENDED OF THE WEST HALF OF THE NORTHEAST QUAR- TER OF SECTION TWENIY-EIGHT (28) AFORESATD SHALL BE TWENTY EIGHT (28) FEET, EXCEPT BETWEEN THE PROPOSED PAVEMENT IN WOODLAND AVENUE >) THE PRO- POSED PAVEMENT IN ESSEX ROAD WIIERE THE PROPOSED PAVE- MENT, INCLUDING INTEGRAL CURBS, SHALL BE THIRTY-NINE (39) FEET IN WIDTH, FOURTEEN (14) FEET OF WHICH SAID PROPOSED PAVEMENT SHALL BE LAID SOUTH OF AND AD- JOINING THE CENTER LINE OF WIN- THE NETKA AVENUE AND THR REMAIN- | re ---------- i. a ---------- ING TWENTY-FIVE (25) FEET OF SAID PROPOSED PAVEMENT SHALL BE LAID NORTH OF AND ADJOINING En CENTER OF WINNETKA AVE- NUE. THE WIDTH OF THE ROADWAY TO BE COVERED WITH THE PROPOSED CONCRETE PAVEMENT, INCLUDING INTEGRAL CURB, IN THAT PART OF WINNETKA AVENUE WITHIN THE VILLAGE OI' WINNETKA FROM THE EAST LINE EXTENDED OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION TWEN- TY-EIGHT (28) TO THE SOUTHWEST- ERLY LINE EXTENDED FROM THE NORTHWEST OF SHERIDAN ROAD SHALL BE FOURTEEN (14) FEET. THE WIDTH OF THE ROADWAY TO BE COVERED WITH THE PROPOSED CONCRETE PAVEMENT, INCLUDING INTEGRAL CURBS, IN WOODLAND AVENUE SHALL: BE NINETEEN (19) FEET, EXCEPT FROM THE PRO- POSED PAVEMENT IN WINNETKA AVENUE TO THE SOUTH LINE OF REMY PARK SUBDIVISION WHERE THY. PROPOSED PAVEMENT, INCLUD- ING INTEGRAL CURBS, SHALL BE TWENTY-SEVEN (27) FEET SIX (6) INCHES IN WIDTH, NINE (9) FEET SIX (6) INCHES OF WHICH SAID PROPOSED PAVEMENT SHALL BE LAID WEST OF AND ADJOINING THE CENTER LINE OF WOODLAND AVE- NUE AND THE REMAINING EIGHT- EEN (18) FEET OF SAID PROPOSED PAVEMENT SHALL BE LAID EAST OF AND ADJOINING THE CENTER LINE OF WOODLAND AVENUE. THE WIDTH OF THE ROADWAY TO BE COVERED WITH THE PROPOSED CON- CRETE PAVEMENT, INCLUDING IN- TEGRAL CURBS, IN ESSEX ROAD SHALL BE NINETEEN (19) FEET EX- CEPT FROM THE PROPOSED PAVE- MENT IN WINNETKA AVENUE TO THE SOUTH LINE OF REMY PARK SUBDIVISION WHERE THE PRO- POSED PAVEMENT, INCLUDING IN- TEGRAL CURBS, SHALL BE TWENTY- SEVEN (27) FEET SIX (6) INCHES IN WIDTH, NINE (9) FEET SIX (6) INCHES OF WHICH SAID PROPOSED PAVEMENT SHALL BE LAID EAST OF AND ADJOINING THE CENTER LINE OF ESSEX ROAD AND THE REMAIN- ING EIGHTEEN (18) FEET OF SAID PROPOSED PAVEMENT SHALL, BE LAID WEST OF AND ADJOINING THE CENTER LINE OF ESSEX ROAD. THE WIDTH OF THE ROADWAY TO BE COVERED CONCRETE INTEGRAL STREET (24) WITH THE PAVEMENT, INCLUDING CURBS, IN POPLAR SHALL BE TWENTY-FOUR FEET. ROADWAY AT CURB CORNERS SHALL BE WIDENED ALONG CURVED LINES: THE RADIUS OF THE CURB CORNER AT THE NORTHEAST COR- NER OF WOODLAND AVENUE AND WINNETKA AVENUE SHALL BE TEN (10) FEET; THE RADIUS OF THE CURB CORNER AT THE NORTHWEST CORNER OF ESSEX ROAD AND WIN- NETKA AVENUE SHALL BE TEN (10) FEET; THE RADIUS OF THE CURB CORNER AT THE SOUTHWEST COR- NER OF ESSEX ROAD AND ELDER LANE SHALL BE SIXTY (60) FEET; RADIUS OF THE CURB COR- AT THE SOUTHWEST COR- NER OF HAWTHORN LANE, AND FAIRVIEW AVENUE SHALL: BE TWELVE (12) FEET; THE RADIUS OF THE CURB CORNER AT THE NORTHEAST CORNER OF WILSON STREET AND WINNETKA AVENUE SHALL BE SIXTY (60) FEET; THE RADII" OF THE CURB CORNERS AT BERTLING LANE AND WINNETKA AVENUE SHALL BE THIRTY (30) FEET; THI RADIUS OF THE EASTER- LY CURB OF" THE ROADWAY HEREIN PROPOSED TO BE CONSTRUCTED AT THE WEST END OF THE MOST WESTERLY PUBLIC. PARK IN THRE RIEMY PARK SUBDIVISION SHALL BE THIRTY-SEVEN (37) FEET SIX (6) INCHES: THE RADIUS OF THE WEST- ERLY CURB OF THE ROADWAY HEREIN PROPOSED TO BE CON- STRUCTED AT THE EAST END OF THE MOST EASTERLY PUBLIC PARK IN THE REMY PARK SUBDIVISION SHALL BE THIRTY-SEVEN (37) FEET SIX (6) INCHES: THE RADIUS OF THE MOST EASTERLY CURB AT THE EAST END OF THE PAVEMENT HERE- IN PROPOSED TO BE CONSTRUCTED AT THE EAST END OF SUNSET ROAD IN THE REMY PARK SUBDIVISION SHALL BE FIFTY-SIX (56) FEET SIX (6) INCHES ; THE RADII OF THE RE- VERSE CURVES WHERE THE TWO BRANCHES OF THE PAVEMENT HEREIN PROPOSED TO BE CON- STRUCTED IN SUNSET ROAD IN REMY PARK SUBDIVISION MERGE INTO THE SINGLE PAVEMENT HERE- IN PROPOSED TO BE CONSTRUCTED AT THE WEST LINE OF SAID REMY PARK SUBDIVISION SHALL BE FIF- TY-SIX (56) FEET SIX (6) INCHES; THE RADII OF ALL OTHER CURB CORNERS SHALL BE TWENTY-FIVE (25) FEET. THE ROADWAYS OF ALL STREET RETURNS TO BE COVERED WITH THE CONCRETE PAVEMENT SHALL BE OF THE SAME WIDTH AS THE PRESENT PAVEMENTS WHICH CONNECT WITH SAID STREET RE- TURNS, AND THE WIDTH OF ALL OTHER ROADWAYS, INCLUDING IN- TEGRAL CURBS, HEREIN PROPOSED TO BE CONSTRUCTED SHALL BRE NINETEEN (19) FEET; ALL IN THE VILLAGE OF WINNETKA, COUNTY OF COOK AND STATE OF ILLINOIS. The Council of the Village of Winnetka do ordain : 3 SECTION 1. That a local improvement be and the same is hereby directed to be made within the Village of Winnetka, Coun- ty of Cook and State of Illinois, the nature, character, locality and description of which local improvement are as follows, to-wit : That WALNUT STREET from the present vavement in Willow Street to the pavement herein proposed to be constructed in Haw- PROPOSED thorn Lane; POPLAR STREET from the present pavement in Oak Street to the present pavement in Cherry Street; also POPLAR STREET from the present pave- ment in Cherry Street to the present pave- ment in Ash Street; also POPLAR STREET from the present pavement in Ash Street to the present pavement in Willow Street ; also POPLAR STREET from the present pavement in Willow Street to the present pavement in Wilson Street; MYRTLE STREET from the present pavement in Willow Street to the pavement herein pro- posed fo be constructed in Hill Road: FAIRVIEW AVENUE from the present pavement in Ash Street to the present pavement in Willow Street; also FAIR- VIEW AVENUE from the present pave- ment in Willow Street to the pavement herein proposed to be constructed in Elder Lane: WOODLAND AVENUE from the present pavement in Willow Street to the pavement herein proposed to be constructed in Winnetka Avenue; NUE in Elder Lane; ESSEX pavement herein proposed to be constpéided in Elder Lane to the pavement her posed to be constructed in Winne nue: FIR STREET from the pre » 3 ment in Wilson Street to thefe cat herein proposed to be construsind ] view Avenue, except the pay covers ar proposed to be constructed ted; and tions of said Fir Street wise construc Poplar Street and N . THORN LANE from in Wilson Street to t* Continues" CRESCENT AVE- 3 from the pavement herein proposed ~ (1: to be constructed in Hawthorn Lane to th«WPu pavement herein proncsed to be constructitru ROAD from :Teof. e end: 8 gy PEE veoTTEs Ei. oR So hEEE "ESE E Bed of ! oe