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HomeMy WebLinkAboutOrd SAO 52 11/14/1950 FMO* AGH , 1&5c ll/l}l ''50 AN ORDINANCE FOR THE IMPROVEMENT OF ELMHlJ1iST ROAD, RUSSELL STREET AND OTHER STREETS WITHIN~THE VIL- LAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS, BY GRADING, CURBING AND PAVING, ETC., IN- CLUDING THE COST OF FURNISHING ALL LABOR, EQUIPMENT AND MATERIALS S/;0-52 * * * * * * BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COUNTY OF COOK AND STATE OF ILLINOIS: SECTION 1. That a local improvement shall be made within the Village of Mount Prospect, the nature, character, locality and description of which improvement is as follows: That a connected system of streets be im- proved by grading, curbing and paving and by constructing all necessary storm sewers, drains, manholes and catch basins, to- gether with all necessary connections, adjustments and other appurtenances, as follows: That the roadway of Elmhurst Road from a line parallel with and twelve and sixty-five hundredths {12.65) feet south of the center line of Henry Street, extended from the west to a line parallel with and fifty-five (55) feet south of south line of Gregory Street; And the roadway of Russell Street from the south street line extended from the east of Hen~ Street to a line parallel with and fifty-five (55) feet south of south line of Gregory Street; And the roadway of Pine Street from the south street line extended from the east of Henr~ Street to a line parallel with and fifty-five (55) feet south of south line of Gregory Street; And the roadway of Wille Street from the south street line extended from the east of Henr~ Street to a line parallel with and fifty-five (55) feet south of south line of Gregory Street; And the roadway of Isabella Street from the ex- isting pavement one hundred thirty-one (131) and eighty-two hundredths (131.82) feet west of west line of Elmhurst Road to a terminus with the existing pavement in Main Street, excepting there- from the roadways of Russell Street, Pine Street, Wille Street and Elmhurst Road; -2- And the roadway of Thayer Street from the ex- isting pavement one hundred thirty-one (131) and eighty-nine hundredths (131.89) feet west of west line of Elmhurst Road to a terminus with the existing pavementln Main Street, excepting there- from the roadways of Russell Street, Pine Street, Wille Street and Elmhurst Road; , And the roadway of Henry Street from a connec- tion with existing pavement at the west line ex- tended from the north of Elmhurst Road to a connection with roadway above described in Elmhurst Road; And the roadway of Henry Street from a connec- tion with the roadway of Russell Street above described to a connection with the existing pave- ment in Main Street, excepting therefrom the roadways of Pine and Wille Streets; Shall be improved by grading, curbing and paving, and by con- structing all necessary storm sewers, drains, manholes, catch basins, together with all necessary connections, adjustments and other appurtenances. On each side of the roadways to be improved, there shall be constructed a Portland cement con- crete combined curb and gutter, except across the roadways of intersecting streets to be improved as herein provided. The back of the curb shall be vertical, three (3) inch.. in height above the gutter line, and nine (9) inches in depth below the gutter line. The top face shall be construct- ed at right angles to the back of the curb, and shall be one and five eighths ( 1 5/8) inches wide. The back edge of the curb shall be rounded to an arc of a circle having a radius of three- quarters (3/4) of an inch, tangent to the top face of the curb and back edge of the curb. The roadway face of the curb shall be in the form of a reversed vertical c~e connecting the top face of the curb, with the upper surface of the gutter flag, with two (2) arcs of a circle having radii of four (4) inches. The width of curb from gutter l1netto back of curb shall be eight (8) inches. The gutter flag shall be ten (10) inches in width and nine (9) inches in thickness, and shall be laid with a rising incline toward the center of the roadway of one-quarter (1/4) of an inch. Concrete for the combined curb and gutter shall be composed of one (1) part Portland cement, two (2) parts of sand, and three and one-half (3 1/2) parts of crushed stone. Sand when dried shall pass a screen having four (4) meshes p~r lineal inch, and not more than -3- five (5) per cent shall pass through a sieve having one hundred (100) meshes per lineal inch. Crushed stone shall be such as to pass a one and one half ( 1 1/2) inch opening, and no more than five (5) ~er cent shall pass a screen having four (4) meshes per lineal inch. These ingredients shall be mixed in a batch mixer, and the mixing shall continue until the same are uniformly distributed and the concrete is uniform in co~or and homogeneous and suffient water shall be added so as to produce concrete which can be spread into position with a tem- plate, but the amount of water used shall not be sufficient to cause a separation of the coarse aggregate from the mortar in handling the con- crete, and said concrete shall be of a consis- tency such that the mortar will flush to the surface under light tamping. The mixing of said concrete shall continue in the drum of the mixer not less than one (1) minute, and the drum shall be completely emptied before receiving material for the succeeding batch. The drum shall revolve at a rate of speed not less than twelve (12) revolutions per minute. The method of measuring the materials for con- crete, including water, shall be one which shall insure uniform proportion of each of the mater- ials at all times. Where the curb lines of one street to be im- proved intersect the curb lines of intersecting streets, said intersecting curb lines shall be joined by an arc of a circle having a rad~us of twenty (20) feet, measured to the roadway face of the curb. The width of the roadway of Elmhurst Road, Russell Street, Pine Street, Wille street, Isa- bella street, Thayer street and Henry Street, between the terminii herein described, shall be twenty-six (26) feet, measured between and from back to curb to back of,curb, thirteen (13) feet either side of the center line of the streets herein described. The necessary grading shall be done so that all curb and gutter and pavement will be constructed to specified elevations. GRADING: Grading shall include all cuts, fills and all earth or rock or material moving, and the removal of all obstructions in the line of the improvement, where such work is necessary for this improvement. The sub grade shall be brought to the proper form u UI_U"__'~__~_~U'__U -4- grade and shall be brought to a firm compacted surface by rolling, tamping or other suitable means. All soft and sp.ngy spots and all vegetable or perishable matter shall be entirely removed from the sub grade and the space filled with gravel, broken stone or other suitable materials. All surplus excavated material shall be removed from the site of the improvement. The pavement shall be constructed between the curb and gutters, and shall consist of a water bound base course of crushed stone and stone screenings, of a compacted thickness of seven (7) inches, and a bituminous macadam surface course of crushed stone, stone chips and asphalt cement, of a compacted thickness of two (2) inches. The base course shall be constructed between the combined curb and gutters on each side of the street roadways to be improved, by spreading, rolling and compacting crushed stone and stone screenings to a seven (7) inch compacted thickness, constructed in two separate layers, each three and one-half (3 1/2) inches in thickness. The top surface of each layer of the base course shall be water bound by saturating with water, add- ing screenings and rolling until all surface voids are completely filled, and the top surface of the base presents a rough, tight granular surface. The crushed stone shall be graded in size so that the maximum size of crushed stone ~ragments, used for the construction of the water bound base course, shall pass a three (3) inch opening and not over five (5) per cent of crushed stone fragments shall pass a three-quarter (3/4) inch opening. The stone screenings shall all pass a three eighths (3/8") inch opening. Not more than thirty (30) per cent or less than ten (10) per cent shall pass a sieve having one hundred meshes per lineal inch. The bituminous macadam surface course shall be constructed upon the water bound macadam base, by spreading, rolling and com~acting thereon, to a com- pacted thickness of two (2) inches, a combination of crushed stone, stone chips and hot asphalt cement. The first application of stone for the surface course shall consist of stone ranging in size from a maximum sizeipassing a two (2) inch opening, and with not over fifteen (15) per cent passing a one and one quarter (1 1/4) inch opening. After roll- ing with a ten (10) ton roller, this stone shall have a thickness of two (2) inches. Six tenths (.6) of a gallon of liquid asphalt per square yard ~ ~_.~ -5- of surface shall then be applied with a pressure distributor at a temperature of not less than 275 degrees Fehrenheit, or more than 350 degrees Fahrenheit. Intermediate size stone shall thep be applied to, the surface to fill the voids. All intermediate stone used shall pass a one (1) inch opening, and not over ten (10) per cent a one quarter (1/4) inch opening. The surface shall then be rolled with a ten ton roller. A second application of six tenths (.6) of a gallon of liquid asphalt shall then be applied with a pressure distributor, after which stone chips shall be applied at the rate of thirty (30) pounds per square yard evenly over the surface. The chips shall be maximum size passing a one half inch open- ing and ranging down so that not over fifteen (15) per cent will pass a one-quarter (1/4) inch open- ing. Final rolling with a ten ton roller shall follow immediately the application of the stone chips. The asphalt cement used shall be suitable for use in the construction of an asphalt surface course and of a grade commonly known as P.A.-2. storm water inlets shall be constructed at neees- sary points to receive surfaee water in the gutters of the proposed improvement. Same shall be located a points and built to dimensions as shown on at- tached drawings. Each inlet will consist of a concrete base with cast iron cover and will be con- nected to a catch basin by means of connecting pipe as shown on drawings. New cateh basin inlets will be construeted at, neeessary points to reeeive surface water in the gutters of the propesed improvement. Same shall be located at points and built to dimensions as shown on attached drawings. Eaeh eateh basin will be com- nected to a sewer by means of connecting pipe as shown on drawings. All existing manholes and catch basins shall be adjusted so that the cast iron covers will conform to the grade of the adjacent new pavement or park- way. The adjustment shall be made by reshaping with the same material as was used in the original construction of said manholes and catch basins. The line of the top of the finished pavement at the center line shall be at elevations as shown on attached drawings, said elevations being given in feet and decimals thereof above Village Datum at each of the several locations designated. From each point so designated the line of the top of the finished pavement at the center lines shall follow a uniform grade to the next designated point in either direction. -6- Village Datum for the purpose of this improve- ment is hereby established as a illevel plane one hundred six and thirty seven hundredths (106.37) feet below the top of the north curb on Henry street at the west line of Elmhurst Road extended from the north. Local Improvements of said Village of Mount Prospect, providing for said improvements, together with the estimate of the cost thereof as prepared by the Village Engineers and made by the President of the Board of Local Improvements and submitted to the President and Board of Trustees, both hereto atta~hed, be and the same are hereby approved. SECTION 3. That said improvement shall be made and the whole cost thereof, including the sum of Nine Th~usand Eight Hundred Dollars ($9,800.00), being the amount included in the said estimate of said President of the Board of Local Improve- ments hereto attached, to apply on the cost of making, levying and collecting the assessment herein, as provided by law; to be piid for by a special assessment, in accordance with an Act of the General Assembly of the state of Illinois entitled: "An Act Concerning Cities and Villages and Incorporated Towns and to Repeal Certain Acts herein Named, Approved August 15, 1941 and Effective January 1, 1942", together with all amenda- tory acts thereof (except Sections'84.1-l to 84.1-49). SECTION 4. That the aggregate amount herein ordered to be assessed and also the assessment on each lot and parcel of land and any assessment that may be made for public benefit, shall be divided into ten (10) annual installments, in the u__ ! . . -7- manner provided by the statute in such case made and provided, and each of said installments shall bear interest at the rate of six per cent (6%) per annum, according to law, until paid. SECTION 5. For the purpose of anticipating the collec- tion of the second and subsequent installments of said assess- ment for said improvements, bonds shall be issued payable out of said installments, bearing interest at the rate of six per cent (6%) per annum, payable annually, signed by the President and attested by the Clerk of said Village of Mount Prospect under the corporate seal thereof, said bonds shall be issued in accordance with, and shall in all respects conform to, the pro- visions of the Act of the General Assembly of the State of Illinois, entitled: "An Act Concerning Cities and Villages and Incorporated Towns and To Repeal Certain Acts Herein Named. Approved August 15, 1941 and Effective January 1, 1942", to- gether with all amendatory acts thereof (except Sections B4.l-l to 84.1- 39) . SECTION 6. That upon the passage and approval of this Ordinance, the Village Attorney of said Village, be and he is hereby directed to file a petition in the County Court of Cook County, Illinois, in the name of the Village of Mount Prospect, praying that steps may be taken to levy a special assessment for said improvements, in accordance with the provisions of this Ordinance and in the manner provided by law. SECTION 7. That all Ordinances and parts of Ordinances conflicting with this Ordinance be and the same are hereby re- : pealed insofar as they conflict herewith. SECTION 8. This Ordinance shall be in full force and , I' I -8- effect from and after its passage and approval by the President of said Village. PASSED by the Board of Trustees of the Village of Mount Prospect this 14th day of November, 1950. ~~ cl:r7 OA r APPROVED this /49$ day o~~vember, A.D~. rau/LU, f? \ [PA'A-'/~-" . President ..1 FMO*AGH 1&5c 11/14/50 , RECOMMENDATION AND ESTIMATE OF COST FOR THE IMPROVEMENT OF ELMHURST ROAD ~ RUSSELL STREET AND OTHER STREETS WITHIN THE VILLAGE OF MOUNT PROSPECT,COOK I COUNTY~ILLINOIS. II I ITo the Pres1dent and 'IBoard of Trustees of the IIV111age of Mount Prospect, iIl11n01s. Gentlemen: We herew1th submit an Ord1nance for the improvement of Elmhurst Road, Russell Street and other streets within the Village of Mount Prospect, Cook County, Illinois, by grading, curbing and paving and by constructing all necessary storm sewers, drains, manholes and catch basins, together with all necessary connections, adjustments and other appurtenances, together with an Estimate of the cost of said improvements, including a sum not to exceed six per cent (6%) of said estimated cost to be applied towards the mak1ng and collecting the assessment as is by law provided~ and recommend the passage of said Ordinance and the making of said improvement contemplated therein. , Respectfully submitted this 14th day of November, A.D. 1950. BOARD OF LOCAL IMPROVEMENTS, llage of Mou Pr spect, Ill. ~r r-f') ~, ,if r .. i / )Ci / ~f1r/#jA{ l:d.7YL<cc/ Secre ary ~'" . /,,,,,, ., // /; , ,. I I .~ . /, .-. .~'I . ..._.;..._,.L..L,....-.'t:,..l~,._, (.,,/ , /' i JI' .' I 1 '1',.,I!. - /'// /...... ( / >-I'~L...'''~.'' ~_....j ~ ~~ ESTIMATE OF COST o the Board of Local Improvements, illage_ of Mount Prospect, ook County, Illinois. I herewith submit an estimate of the cost of improving connected system of Streets in Elmhurst Road, Russell Street d other streets within the Village of Mount Prospect by grad- ng, curbing and paving and by constructing all necessary storm ewers, drains, manholes and catch basins, together with all ecessary connections, adjustments and other appurtenancesj in- of furnishing all labor and materials and including sum not to exceed six per cent (6%) of the estimated cost hereof to be applied toward the cost of making and collecting he assessment therefore, as is by law providedj as follows: Cubic yards of excavation, including grading, leveling parkways, hauling and disposal of any surplus excavated materi- al @ $ 1.38 per cubic yard $ 29,338.80 1,220 Lineal feet Portland cement concrete com- bined curb and gutter, complete in place, including all labor and materials, @ $ 1.75 per lineal foot 9,370 Square yards crushed stone water bound base course, seven (7) inches compacted thickness, complete in place, @ $ 1.65 per square yard 37,135.00 48,460.50 9,370 Square yards Bi tumino1ll.& macadam surface course, two (2) inches compacted thick- ness, complete in place, @ $ 1.13 per square yard 31 Storm Water Inlets, including concrete base and walls and cast iron cove~ complete in place @ $ 75.00 33,188.10 2,325.00 5 Catch Basin Inlets, including concrete base and walls and cast iron cover, com- plete in place @ $155.00 775.00 -2- 880 Lineal feet of eight-inch pipe connections for inlets and catch basins, complete in :place, @ $ 1.90 per lineal foot $ 1,672.00 42 Existing Manhole and Catch Basins adjust- ed to new grade @ $ 25.00 each 1,050.00 Engineering and Inspection Total Labor and Materials 9,255.70 $163,200.00 Cost of making, levying and collecting the assessment, and all lawful expense attending the same as provided by law not to exceed six per cent (6%) ~OTAL ESTIMATED COST OF IMPROVEMENT 9,800.00 $173,000.00 I hereby certify, that in my opinion, the above estimate does not exceed the probable cost of said improvement and all lawful costs attending the same, as provided by law. ;J~VJ. ~. President, Board of Local Improvements, Village of Mount Prospect, Cook County, Illinois. --..