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Home My WebLink About1977-02-28 136 AE ORDERlis ne Introduced by Gouncilor srovntas, February 28, 191 i CITY OF BANGOR (TITLE.) (pTibBTe-.-Accepting City. Engineer',s Report Final Coat of Phase I. Part A. of Judson Heights Subdivision Construction By she City Cm W of the MY ofBangw. ORDERED, TEAT the attached report of the City Engineer showing the final costs and recommended assessments for the construction of Phase I, Part A of Judson Heights, including a portion of Judson Boulevard, Packard Drive, Heather Road, Hilton Place and Bose Court be and hereby is accepted, and be it further ORDERED, that the assessments be levied or deferred as recommended therein. 3N CPW COUNCIL j 136 AE - .February '28, 1977 Referxeq to Finance Committee. co/.sO R D E RJider .ext meeting. - Title, CITY C - Accept:... City Engineer's Report IN CITP COUNCIL .......:.................................. March ly, 1977 Passed. " Final Coat Of Phase 1, Part A, of ........................................ at,isbn Heights subdivision Construction. LVIEV oaaee d ...... by .... ...... .//.. .......... cownilman i.' ++t 1 RECEIVED CITY OF 6109^OR CITY CLERKC CFFIOE °77 FEE 22 Pn 2 31 CITY OF BANGOR, MAINE Engineering Department To the Municipal Officers: . February 10, 1977 Reference is made to City Council Resolve No. 319 AC passed August 25, 19757 which authorized the construction of a portion of the Judean Heights Subdivision, including approximately 1,600 feet of Judson Boulevard Packard Drive, Heather Road, Milton Place, sal Rose Court. Ill work has been completed, consisting of the following: Judson Boulevard Judson Boulevard, extending. approximately 1,600 feet north from Broadway, is the mein entrance to the Subdivision. It consists of an 80 foot wide right-of-way, and the roadway includes a 36 foot wide travel way, consisting of a three inch bituminous concrete surface on a six inch gravel base and a twelve inch sand and gravel subbase. Sidewalks will eventually be constructed on both sides. Packard Drive. d Packard Drive extends in a southeasterly direction from Judson Boulevard fora distance of 19816 feet. It consists of a 66 foot wide right-of-way, with a 30 foot wide travel way consisting of three inches of bituminous concrete on a six inch gravel base and a twelve inch send and gravel subbase. A sidewalk will eventually be provided along the northeast side. Heather Road Heather Road extends in a northwesterly direction from the end of Packard Drive for a distance of approximately 650 feet, and thence in a southwesterly direction for a distance of approxi- mately 520 feet, reconnecting to Packard Drive. The street consists of a 60 foot right-of-way, having a 30 foot wide travel way, consisting of a two inch bituminous concrete surface on a four inch gravel base and a twelve inch send and gravel subbase. A sidewalk will eventually be provided along the northeast side for the first 600 feet and along the southeasterly side for the remaining portion. Milton Place Milton Place is a loop road extending northeast from Heather Road, having a total length of approximately 507 feet. It consists of a 50 foot right-of-way, with a 24 foot wide travel way consisting of a two inch bituminous concrete surface on a four inch gravel base and a twelve inch send and gravel subbase. A sidewalk will eventually be provided on the interior of the loop. -2 - Rose Court Rose Court extends in a northeasterly direction from Packard Drive for a distance of 216 feet, with a cul de sac at the end. It consists of a 50 foot wide right-of-way with a 126 foot diameter cul He sac, wbich has a paved diameter of 100 feet. The roadway consists of a two inch bituminous concrete surface on a four inch gravel base and a twelve inch sand snd gravel subbase. Be sidewalk will be provided. All streets have been provided with a sanitary sever system, consisting of a total of 41842 feet of eight inch asbestos cement pipe and 74 feet of twelve inch asbestos cement pipe, and 20 man- holes. This sewer is connected into the existing sanitary sewer on Broadway. In addition, four inch asbestos cement pipe lateral sewers were provided to each lot fronting on the above described streets, consisting of a total of 2,230 lineal feet of pipe. A storm sewer system has been installed on Judson Boulevard, Packard Drive and Heather Road which is designed to intercept both surface and subsurface storm water. This system consists of a total of 5,014 feet of asphalt coated corrugated metal pipe ranging in size from twelve inch to thirty-six inch, a total of 43 catch basun and drop inlets, odd an open channel to carry the water to adjacent natural drainage ways. All graded areas were provided with four inches of loam and seed. Although it was originally intended to install asphalt curb on some streets, and sidewalks on all streets except Rose Courts this work was deleted from this project; since the exact location of driveways is not known at this time, it is felt that the future construction of the driveways and houses would considerably damage the sidewalks and curbing. It is felt that the sidewalks should not be installed until most of the properties have been developed, and a need exists. The total cost of the street construction was $169,827.009 broken down as follows: Perkins Construction Co. contract $141,271.00 Allowance for future sidewalk construction 167864.00 Allowance for clearing and grubbing done by the Developer 9,972.00 Installation of right-of-way monuments 19150.00 Electrical Dept. charges for street lights - 570.00 Total: $1691827.00 _3_ In accordance with Chapter %II, Article 12 Sec. 1.6 of the Laws and Ordinances of the City of Bangor, the 6ity's share of the street construction would be as follows: City's Share, Construction Judson Boulevard, 1600 lineal feet at 13.50 $21,600.00 Packard Drive, 1816 lineal feet at 12.50 229700.00 Rose Court, 216 lineal feet at 5.25 u 1,134.00 Heather Road, 1167 lineal feet at 6.75 79877.00 Milton Place, 507 lineal feet at 6.25 3,169.00 Total $567480.00 The total cost of the sanitary sewer construction, excluding lateral connections, was $77,658.00; the total cost of the lateral connections was $131380.00. The total cost of the storm sewer construction was $130,891.00. The City's share of the storm and sanitary sewer systems is fifty per cent (50%) except for the lateral sewer construction, which would be charged entirely to the Developer. In summary, the construction costs are broken down as follows: Construction Cost Summary City's Share Developer's Share Total Highway $ 569480.00 $113,347.00 $1699827.00 Sanitary Sewer 38,829.00 38,829.00 77,658.00 Sanitary Sewer Laterals 0 13,380.00 13,380.00 Storm Sewer 659446.00 65,445.00 130,891.00 Total: $1601755.00 $231,001.00 $391,756.00 -4 - Engineering costs were as follows Engineering Dept., construction p. layout and inspection i Xl5,003.00 *Andrew Shyka, preliminary survey 9,662.00 *Ames & $elson, design 71867.00 Maine Test Borings 573.00 Andrew Shyka, construction layout. 41029.00 Ames & Nelson, construction supervision 21129.00 Jordan-Gorrill 1 969.00 Total: $401232.00 * Paid by Judson M. Grant, Jr As previously recommended, it is felt that the Engineering coats should be pro rated against the various construction items, Be that the total project cost by items would be adjusted as follows: Highway 6 56,480.00 $130,788.00 $1879268.00 Sanitary Sewer 42,816.00 42,816.00 85,632.00 Sanitary Sewer Laterals 0 14,756.00 14,756.00 Storm Sewer 729166.00 721166.00 144,332.00 Total Project Cost: $1719462.00 $2609526.00 $4311988.00 As mentioned above, the Developer previously paid for right- of-way clearing, totalling 8.31 acres. Assuming an allowance of $1,200.00 per care, as subsequently quoted by Perkins Construction Co., the clearing allowance would be $9,972.00. The Engineering costs previously paid by the Developer. total $17,529.00, making total previous payments by the Developer in the amount of $27,501.00. This would reduce the total Developer's share to $233,025.00. Total Project Costs Item City's Share Developer's Share Total Highway 6 56,480.00 $130,788.00 $1879268.00 Sanitary Sewer 42,816.00 42,816.00 85,632.00 Sanitary Sewer Laterals 0 14,756.00 14,756.00 Storm Sewer 729166.00 721166.00 144,332.00 Total Project Cost: $1719462.00 $2609526.00 $4311988.00 As mentioned above, the Developer previously paid for right- of-way clearing, totalling 8.31 acres. Assuming an allowance of $1,200.00 per care, as subsequently quoted by Perkins Construction Co., the clearing allowance would be $9,972.00. The Engineering costs previously paid by the Developer. total $17,529.00, making total previous payments by the Developer in the amount of $27,501.00. This would reduce the total Developer's share to $233,025.00. -5 - There are a total of 49 Lots which are served by the new tag 18 of which are approximately one acre in size, and ieb .nnee in Rize from one-third to one-half acre. The is recommended that an assessment in the amOUnt Of U},LUU.W be assessed against each of these Lots, tusking a total assess- ment of $93,600.00. The smaller Lots are numbered 23 through 43, 91 through 93, 102, 103, and 106 tbrougb 110; it is recom- mended that an assessment of $4,499.58 be levied against these Lots, for -a total amount of $139,425.00, thus making a total of $233,025.00. It is further recommended that the assessment, be deferred under the following conditions: (1) the assess- ments be paid as soon as each Lot is sold, (2) as soon as 40 Lots are sold, them the balance of the assessment will be paid, and (3) in any event, all of the assessments shall be paid within ten years of the date of acceptance of this report by the City Council. Plans showing the actual construction are on file in the office of the City Engineer. Respectfully submittedy —ICAd,_� el� fthn T. Frawley, ty Engineer