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Home My WebLink About1978-11-27 28 AG ORDERM lnlrodaCed by Coon ilorScucy, eovew ec 27, 1979 CITY OF BANGOR mTLU rhar,_..Accepting City Engineer's Report Final Cost of ... Glenwood Subdivision, Phase I By the City Couwii oftha City Maaxgor: ORDERED, TUT the attached Report of the City Engineer showing the actual costs and recommended assessments for the construction of Phase I of the Glenwood Subdivision be and hereby is accepted, and be it further CRDERED, that said assessments be established as noted therein. IMroon, and ed //-.21-7Y 3:3d r. M. 28 AC IN CTTY'COUNCIL NOVEMEER 29,1998 O R D E R PASSED. Title, ACCEPTING CITY ENGINECRIS BEPCRT ...... .S FINAL COSTOFGLENWOOD UB..D.IVIS.ION... CI GLEN( PHASE I IMroon, and ed //-.21-7Y 3:3d r. M. CITY OF BANGOR, MAINE Engineering Department November 21, 1976 To the Municipal Officers: Reference is made to City Council Order No. 292 AT passed July 26, 1976, authorizing the construction of the streets and sewers in the Glenwood Subdivision on Kenduskeag Avenue. The construction was authorized in accordance with an Agreement between the City and the owner of the Subdivision, Kenduskeag Associates, Inc., hereinafter referred to as the Developer. The original Council Order authorized the construction of the entire Subdivision, including Glenwood Drive and valley view Avenue; however, the lack of a 1977 Bond Issue required the re -allocation of a portion of the project funds to other projects, so that the initial project consisted of the construction of Glenwood Drive, including all related utilities, serving 34 out of the 49 total Lots. Glenwood Drive has a total length of 2,022 feet? and was constructed to a width of 30 feet, consisting of a 214 inch bitu- minous?concrete surface on a 6 inch gravel base and a 12 inch send and gravel subbase. The remaining area of the right-of-way was loaned and seeded, with a sod edge along the gutters. The storm sewer system consisted of 157 feet of 12 inch pipe, 535 feet of 15 inch pipe, 84 feet of 18 inch pipe, 381 feet of 24 inch pipe, and 534 feet of 30 inch pipe. Also included were 6 catch basins, 6 standard inlets, 5 manhole inlets, and 825 feet of open drainage channel. The purpose of the storm water system is to drain the water through a natural swala above the property, and to collect all of the water within the roadway, discharging it into a natural swale at the southeast corner of the property. The sanitary sewer system consisted of 2,080 feet of 8 inch pipe and 3 manholes, as well as 19473 £set of 4 inch pipe used for laterals to each of the Lots fronting on the new roadway. The project also included the installation of right-of-way monuments. Water mains and water service laterals to each Lot were installed by the Bangor Water District at the total expense of the Developer. A considerable amount of ledge, 663 cubic yards, was removed to permit the installa- tion of the storm and sanitary sewer systems. The total actual cost of construction is broken down as follows: Roadway $ 57,722.00 Storm Sewer 50,724.00 Sanitary Sewer 50,639.50 Sewer Laterals 131827.00 Total $172,912.50 -1- Engineering costs are broken down as follows: Ames Engineers and Andrew Shyka - Preliminary Survey and Design $ 7,371.27* Maine Test Borings 974.98 Andrew Shyka - Layout 1401.15 Jordan Gorrill - Testing 639.40 City Engineering Coats 79601.48 Total Engineering Costs $17,688.28 *Paid by the Developer; used as a credit in computing final assessments. The total project cost, including construction and engineering, is $190,600.78. In accordance with previous practices, the Engineering Costa have been pro -rated against the various categories of construction in proportion to the total amounts listed above. This would result in total costa of each category, including Engineering, as follows: Roadway $ 63,626.35 Storm Sewer 55,913.74 - Sanitary Sewer 551820.40 Sewer Laterals 15,240.29 Total $190,600.78 In accordance with Chapter %II Article 12 Sec. 1.6 of the Laws and Ordinances of the City of iangor, the 8ity's share of the roadway construction is $6.75 per foot, with the remaining cost to be paid by the Developer. The City's share of the 'storm sewer system and the sanitary sewer system is fifty per cent, with fifty per cent to be paid by the Developer. The entire cost of the sewer laterals is charged against the Developer. A breakdown of the City's share, and the Developer's share, is as follows: -2- There are a total of 34 Lots benefited b9 the construction, being Lots 2 through, 21, 31, 39, 40 end 49 through 59. This would result in an assessment per Lot of 3,344.53. As recommended by Council Order 292 AD, the assessments shall be paid as each Lot is sold, with a maximum deferral time being three years from the date of the acceptance of this Report by the City Council, at which time the outstanding balance would be levied. The deferment of the assessments would be conditioned upon the receipt of a suitable recordable instrument to be received from the Developer, and to be recorded in the Penobscot Registry of Deeds, outlining the terms of said deferment. It is recommended that the assessments be deferred as described above. Plans showing the actual construction are on file in the office of the City Engineer. Respectfully submitted, doFraw ey, City Engineer -3- City's Developer's Share Share Total Roadway $ 13,648.50 $ 49,977.55 $ 63,626.35 Storm Sewer System 27,956.87 27,956.87 55,913.74 Sanitary Sewer System 279910.20 279910.20 551820.40 Sewer Laterals 0 159240.29 15,240.29 Totals $ 69,515.57 $121,085.21 $190,600.78 Leas credit for bills prepaid by Developer -79371.27 Amount to be assessed $113,713.94 There are a total of 34 Lots benefited b9 the construction, being Lots 2 through, 21, 31, 39, 40 end 49 through 59. This would result in an assessment per Lot of 3,344.53. As recommended by Council Order 292 AD, the assessments shall be paid as each Lot is sold, with a maximum deferral time being three years from the date of the acceptance of this Report by the City Council, at which time the outstanding balance would be levied. The deferment of the assessments would be conditioned upon the receipt of a suitable recordable instrument to be received from the Developer, and to be recorded in the Penobscot Registry of Deeds, outlining the terms of said deferment. It is recommended that the assessments be deferred as described above. Plans showing the actual construction are on file in the office of the City Engineer. Respectfully submitted, doFraw ey, City Engineer -3-