HomeMy WebLinkAbout1979-12-10 38 AH ORDERe j 38 As
Introduced by Councilor Brountas, December 10, 1979
CITY OF BANGOR
RITIFJ 'MTD¢Tt-_Accepting City Engineers Report - Final Cost o£
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Construction Y Judson Heights_ Subdivision.Third Phase
By Be City Caused of the My ofBauyor:
ORDERED.
THAT the attached Report of the City Engineer, listing the
actual cost and recommended assessments for the Third Phase of
the Judson: Heights Subdivision, including Balsam Road, Fenton
Way and Shady Lane, be and hereby is accepted, and be it further
ORDERED, THAT. said assessments be levieda as noted therein.
38M
IN CITY COUNCIL O R D E R .-a� DEC—6 p2.15
December 10, 1979 _ j1
-Referred to Finance commattee - Title, RECEr. ET's
C er nett meeting. CITY OF OAROOR
/ Accepting City Engineer's Report CITY Bi ERN
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cx LE Final Cost of Construction of Unison
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IN CITY COUNCIL Xeights 8obiivision, mind Phase.
December 26, 1979
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Councilman
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CITY OF BANGOR, MAINE
Engineering Department
November 30, 1979
To the Municipal Officers:
Reference is made to previous agreements with Judson M.
Grant, Jr., the Developer of the Judson Heights Subdivision,
and to previous authorization of the City Council to construct
the Third Phase of said Judson Heights Subdivision. All work
has been completed, and final costs have been determined,
described as follows:
The project included the construction of Shady Lane,
extending northeast from Judson Boulevard for a distance of
570 feet to a cul-de-sac; the construction of Balsam Road,
extending southeast from Shady Lane for a distance of approxi-
mately 2,175 feet to.Burleigb Road; and the construction of
Fenton Way, dxtendingsortheast from Judson Boulevard for a
distance of 869 feet to Balsam Road.. The street construction
consisted of 3 inches of bituminous concrete on a 6 inch gravel
base and a 12 inch gravel subbase. All streets were constructed
with a travel way width of 30 feet, with the exception of the
dead end portion of Shady Lane, which has a travel way width
of 24 feet, and a 50 foot diameter cul-de-sac at the end.
Gutter lines were provided with sod, and the remaining areas
were provided with 3 inch loam and seed.
Also included as part of the construction was a storm
sewer system consisting of 3,050 feet of drainage ditch, a
total of 3,550 feet of 10 inch, 12 inch, 15 inch, 18 inch,
24 inch and 30 inch storm sewer pipe, 28 catch beside and inlets,
and 12 manholes.
The sanitary sewer system consisted of 3,105 feet of 8 inch
pipe and 54 4 inch lateral service connections.
The work also included the clearing and grubbing of 5.9
acres of right-of-way, common excavation totalling 19,082
cubic yards, and 1,335 cubic yards of ledge excavation.
The total project cost is broken down as follows:
Road construction $1491927.00
Storm and Sanitary Sewer System 202,254.00
Sanitary Sewer Laterals 229300.00
Engineering:
city $189998.00
Private 5.280.00
24,278.00
Total Project Cost: $398,759.00
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In accordance with Chapter XII, Article 12, Sec. 1.6.1,
the City's share of the road construction cost is broken down
as follows:
66 foot right-cf-way - 29425 l.f. @ $11.50 = $27,887.50
60 foot right-of-way - 870 l.f. @ $5-75 = 59002.50
50 foot right-of-way - 260 l.f. m $5.25 = 19365.00
Total City share, road construction $34,255.00
In addition, the City would pay 50% of the storm and sanitary
sewer construction, with the exception of service laterals, 100%
of which would be paid by the Developer. In accordance with
previous practice, Engineering costs would be pro -rated against
the various parts of the construction, resulting in a distribution
of the costs, as follows:
Developer's City's Total
Item Share Share Cost
Road Construction $115,672.00 8 34,255.00 $149,927.00
Sewer Construction 101,127.00 1011127.00 2021254.00
Sewer Laterals 22,300.00 0 22,300.00
Engineering Costs 157501.00 8,777.00 249278.00
Total Project Cost $2541600.00 $144,15990.1$398,759.00
Of the total project cost, $15,280.00 hoe be prepaid by
the Developer, including initial Engineering payme is of
$5,280.00, and an additional payment to the City $10 000.00
to cover ledge overruns. Accordingly, the net amdunt to be
assessed against the Developer would be $239,320.00.
As shown on the attached project Plan, a total of fifty-
five Lots are benefited, numbered 44 through 90, and 94 through
101. Since Mr. Great does not intend to sell Lots 60 through
64, he has requested that his share of the project cost be
assessed against the remaining fifty Lots, being Lots 44 through
59, 65 through 90, and. 94 through 101. This would amount to a
total assessment per Lot of $41786.40. In accordance with
previous practice, it is recommended that the assessments be
deferred until such time as the Lots are sold, but in any event
that all assessments be paid within a period of six years from
the date of acceptance of this Report by the City Council. The
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deferment of the assessments will be subject to the execution of
a suitable Subordinate Agreement to that effect by the Developer
within thirty days of receipt of said Agreement. It is further
recommended that failure to execute such Agreement within thirty
days should result in the immediate levying of the entire assess-
ment.
It is recommended that the assessments be levied in accord-
ance with the procedure outlined above.
Detailed coat records and construction Plans are on file
in the Office of the City Engineer.
Respectfully submitted,
Sohn Frawley,
City Engineer
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PROJECT PLAN
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JUDSON HEIGHTS
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