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HomeMy WebLinkAbout1974-12-09 43-AC ORDER43 AC Introduced by Councilor Mooney, ileassmber 9, 1994 CITY OF BANGOR (TITLE) dYL�12Yy Accept nq City.enq neer s,Report Final Cost of Coffey Street, Road and sewer Extension - BY Me allyCvwa*S of City ofBwpor. ORDERED, THAT the attached report of the City Engineer relative to the final costs of the extension of the Coffey street Roadway and Sanitary Sewer be and hereby is accepted and be it further OMEREE4 that the assessments be levied as recommended therein. . IN CITY COUNCIL' December 9, 1974 Clerk instructed to advertise Rublic nearing Dec. 23, 1774. Consider next meeting. CITY CLE [ - IN CITY COUNCIL /V\ Decanter 23. 1978 Xeazing held, closed. Passed. CITY 43 AC ORDER Title, . PPP?. PF. WAV. SP.,.1.Opo. &. Seam Fx9, Introduced and filed by can........ 1„1.... man RECCEIVED 19E1 DEC -5 PK 4:21 CITY CLERK'S OFFICE JtY CESANGCR. MA14E CITY OF EANGOR, MINE Engineering Department December 5, 1974 TO THE NURICIPAL OFFICERS: Reference is made to City Council Order No. 270 -AA, passed October 10, 1973 authorizing the extension of Coffey Street for a distance of 200 feet in an easterly directionand also authorizing the installation of 350 feet of sanitary sewer line on said Coffey Street. All work has been completed as described below, and final costs have been determined, as follows: The roadway w extended for a distance of 200 feet, including the extension of 68 perforated underdrain along both sides and the install- ation of a new catch basin. The roadway was tarred to a width of 36 feet, with a 6' wide gravel shoulder on the southerly side. A consid- erable amount of additional work was done along the northerly side to eliminate an open ditch and to divert all surface water into the catch basin system. This included the extension of the gravel base for a° additional distance of approximately 22' to the sight -of -way line,_ including tarring. In addition, the existing roadway surface was tarred for a distance of 350 feet from Hildieth Street to the beginning of the new construction at the same time as the new roadway extension was tarred. The total cost of the roadway improvements was $8,305, which sin excess of the original estimate of $5,910; however, the overrun is justified by the additional work described above, which is estimated at $1,040 for the extended width of the roadway improvements along the north side, and $1,280 for the additional tarring of the existing road- way surface. Since the additional work is considered to be of amain- tenance nature, and does not provide additional benefit to the abutting properties, it is recommended that the roadway assessments be based upon the original estimate of $5,910. On this basis, the 50% assess- able amount. would be $2,955, assessed as follows: NAME LOCATION -„, ASSESSMENT Briggs Land Company North side$1"a 477.50 Auclair Transport Co. South side 1,477.50 TOTAL: $2,955.00 The sanitary sewer was installed as originally specified, cnsiNting of 350 feet of 8' asbestos cement pipe and one 'manhole. The actual cost of installation was $3,497,comparing favorably with the original estimate of $3,500. Of that amount, 50%,. or $1,748.50 may be assessed against the properties benefited as follows: NAME LOCATION ASSESSMENT Briggs Land Company North side $ 874.25 Auclair Transport Co. South side 874.25 TOTAL: $1,748.50 It is recommended that the assessments be levied as noted above Raspstp fully�¢yl`