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HomeMy WebLinkAboutOrd 131D 02/05/1929 . . \3\ D AN ORDINANCE PROVIDING FOR TEE LAYING AND CONSTRUCTING OF A SYSTEM OF LEAD WATER SERVICE PIPES IN EMERSON STREET BETWEEN SBASOdl mAl L AND LINCOLN AVENUE, IN mE VI LLAGE OF llOUNT PROS- PECT, COUNTY OF COOK AND STATE OF ILLINOIS. BE IT ORDAINED by \1 \ D))T~Y the President and Board of Trustees of the Village of Yount Prospeot, County of Cook and State of Illinois: SECTION 1. That a local improvement shall be made within the Village of Mount Prospect, Illinois, the nature, charaoter, looality and description of which local improvement is as fol- lows: That a system of water service pipes of three-fourths (3/4) of an inoh internal diameter, inoluding brass taps, brass stop cooks, and spiral cast iron shut-off boxes, shall be con- structed and laid in Emerson Street between Shabonee Trail and Lineoln Avenue, from and properly conneoted with an existing water main to points sixteen (16) feet (measured at right angles) from the oenter line of Emerson Street and one opposite to and extending toward ea.ch of the following lots, blockS, tracts or parcels of land: Lots One (1) to Eleven (11) both inclusive in Blook One (1) of Prospeot Highlands, being a Subdivision of the westerly Three Hundred seventy- nine and four-tenths (379.4) feet of the Ea.st one- half (E 1/2) of the North Sixty (60) rods of the Southwest one-half (SW 1/2) of Seotion Twelve (12), Township Forty-one (4l) North, Range Eleven (11) East of the Third (3rd) Prinoipal Keridian, exoept the North Thirty-three (33) feet thereof, dedioated for Publio Road; Lots One (I) to Eleven (11) both inclusive in Block Two (2) of said Prospect Highlands. Said water service pipes shall be of lead Ilextra strong" of three-fourths (3/4) inch internal diameter and a weight of three (3) pounds eight (8) ounoes per lineal foot. Eaoh of said pipes shall be connected with said main water pipe by a brass tap of three-fourths (3/4) of an inch , J I I - internal diameter and a wilght of thirty (30) ounoes, and shall extend horizontally at right angles with said main water pipe to a point as hereinbefore desoribed, and shall be provided with a brass cock of three-fourths (3/4) of an inch internal diameter and a weight of thirty (30) ounoes and a spiral shut- off box of the best quality of cast iron of two and one-salf (at> inohes internal diameter and of such construotion that it can be extended in length from four (4) feet and six (6) inohes to six (6) feet and six (6) inches in length, weighing twenty- eight (28) pounds placed at a point one (1) foot from the end of the stub (measured toward the centerline of the street) as here i~ described. On the top of the cover of said shut-off box shall be cast the words "Oity Water". All material used herein shall be of the best quality and subject to the approval of the Board of Local Improvements of the municipality inwhioh said improvement is to be construoted. All taps and cocks shall be 0 round way type. No water servioe ,pipe shall be laid nearer than eighteen (181 inohes from a parallel trenoh, except that lead servioe pipes may be laid in a shelf cut in side of trench for house drain, provided that soil is firm and unyielding and provided that shelf is cut and water service pipe is placed at the back end of such shelf, and provided baokfill in house drain is properly compacted by being tamped thoroughly in layers fOUr (4) inches deep, and provided that'top of sewer pipe is at least twenty-four (24) inches lower than lead pipe. The main must be tapped at an angle of forty-five (45) degrees with the vertical and the oook must be turned so that the I-handle will be on top. A goose neok shall be provided for each service pipe adjaoent to the tap and must be supported by means of brick built up from the bottom of the trenoh. The service pipe shall be laid sufficiently waiving to allow not less than one (1) foot extra length in its entire length, and in such manner as to pI" event rupture by settlement of the earth about it, and shall be laid at a dJ'pth of at least five (5) feet below the grade of the street. In no case shall bottom of trench be less than five (5) feet below the existing ground level in the street. Pipes shall be subjected to a hydrostatic pressure of one hundred and fifty (150) pounds per square inch after the pipes are laid and before any backfilling is done, and each pipe fiball be re- quired to sustain this pressure for a period of ten (10) minutes without leakage before the trench is backfilled. All earth removed in excavating for said water service pipes shall be returned to the trenches from which it was taken, and shall be replaced in layers not exceeding four (4) inches in depth; each layer shall be thoroughly compacted by ramming, and the earth shall be moistened sufficiently to permit the return of all earth to the trench's by being rammed as above specified. When compacted the surface of the backfilling in the ~renches shall not be higher than the general surface of the adjacent ground on either side of same, and the roadway of street shall be left in as good condition for travel as it was before commencement of work. SECTION 8. That the recommendation of the Board of Local Improvements providing for said improvement, together with the estimate of the cost thereof made by the President of said Board, both hereto attached, be and the same are hereby approved. SEOTION 3. That said improvement ,shall be made and the whole cost thereof be paid for by special assessment in accordance with e.n Act of the General Assembly of the State of Illinois, entitled: "An Act Concerning Local Improvements", IIC!ION 8. This ordinance shall be in full force from and after its passage and approval. Passed this 5th day of February, A.D. 1929. Village Clerk. Approved this 5th day of Februar" A.D. 1929. kv~~ President. ~"' To the President and Board of Trustees of the Village of MOunt Prospect, County of Cook and State of Illinois. Gentlemen: '\") \'7 II j\'P(-( Dated, Mount Prospect, Illinois, this 5th February, A.D. 1929. day of )V~~ ~4 '1~L / .' / CU) 'Jt ll!:'~~.hYc~ 1 /~nuau/. 4>/~ ( c'> 0 ~.. ~\J: "- \ ~"_JU~ oard of Local Improve,l,l18nts of the Village of Mouat Prospect., I.llinois. -"--'--,-,'--,-c.",,,,:,.",,;c,,,~.~~'-~--.--'. -1 u -- j,,~ To the Board of Local Improvements of the Village of Kount Prospect, and To the President and Board of Trustees of said Village. Gentlemen: The Board of Local Improvements of said Village having presented to the President and Board of Trustees of said Village, a recommendation that the following local improvement, to be paid for by special assessment, be made, to-wit: Oonstructing lead water service pipes, including brass taps, brass stop cocks and spiral cast iron shut-off boxes, and all necessary appurtenances, as follows: In EMERSON STREET between Shabo nee Trail and Lincoln Avenue, All in the Village of Mount Prospect, Oounty of Oook and State of Illinois; opposite the lots, blocks or parcels of land fronting on said streets and more specifically dlscribed in the draft of an ordinance accompanying said recommendation, and which lots, blocks, tracts or parcels of land are not now served by lead water service pipes; I herewith submit an estimateof the cost of such im- provement, including all labor and materials and other lawful expenses attending the same, and including also a sum not to exceed six percent (6%) of the estimated cost thereof to be applied toward the payment of the cost of making and collecting the assessment therefor, and such other lawful expenses as is by law provided,vt~: ~ r; ~ ESTIMATE. 418 Lineal feet of extra strong lead water service pipe, of three-fourths (3/4) of an inch internal diameter, and a weight of three (3) pounds and eight (8) ounces per lineal foot, complete in place, in- cluding excavation, placing and tamping of backfill, @ $1.38 per lineal foot - - - - - -'- - - $ 576.84 . .~.i~~__ 04/l1'P' '-' 22 Brass taps of three-fourths (3/4) of an inch in internal diameter, weight twenty-three (23) ounces, complete in place . $2.50 each - - - - - - - - - - - - - - - - $ 55.00 22 Brass stop cocks of three-fourths (3/4) of an inch in internal diameter, weight twenty-three (23) ounces, complete in place o $2.50 each - - - - - - - - - - 55.00 22 Spiral cast iron shut-off boxes, two and one-half (2-1/2) inches internal diameter, varying in length from four (4) feet and six (6) inches to six (6) feet and six (6) inches, weight twenty-eight (28) pounds, complete in 'place . $3.00 each - - - - - - - - - - - - - - 66.00 ENGINEERING AND INSPECTION - 40.16 ~t<OTAL LABOR AND MATERIALS - - - - - - - - - $ 793.00 R0\~oost of making, levying and collecting the \\' \ assessment and all lawful expenses attending \.the same, as provided by law, not to exceed six percent (6%) - - - - - - - - - - - - - - 47.00 TOTAL ESTIMATED COST OF SAID PROPOSED IMPROVEMENT t 840.00 AND I HEREBY CERTIFY THAT, in my opinion, the above estimate does not exceed the probable cost of the above proposed improvement a.nd all lawful expenses attending the same, a.s pro- vided by law. mI' /) - -, ~/~ President, Board of Local Im- provements of the VILLAGE of MOUNT PROSPECT, ILLINOIS. Dated, _ount Prospect, Illinois, The 5th day of February, A.D. 1929.