HomeMy WebLinkAbout1982-01-25 82-67 ORDER82-67
Introduced by Councilor eenazian, January 25, 1982
CITY OF BANGOR
(TITLE,) Vf1XilCYy Accetrug City, Engineer's.BeQort - Final Cost of
By CRY Coa+mst'ofW City oJBanmr:
THAT the attached report of the City Engineer relative to
the final cost of the construction of Darling Parke Drive ex end-
ing east. from Grandview Avenue be and hereby is accepted, and be
it further
OCCEM,
THAT the assessments for the construction of said road and
sewers be deferred or levied as noted therein.
IN CITY COUNCIL
nuary 25, 1982
Referroo to Fina ce Committee -
CI c'tT iC
ID City Cowell Ratwry 801982
y8ased
82-6]
ORDER
Title,
AwaptiCity Engineer's Report
........!�................... I........
Final Cost of Oaxling Parke Olive
................. .......................
\�'�/Introduced and Med by
Councilman'
SANG P2:pq
CII r AhOf
1'irr cicax
CITY OF BANGOR, MAINE
Engineering Department
January 18, 1982.
To the Municipal Officers:
Reference is made to City Council Order No. 244 AH passed
July 28, 1980 authorizing the construction of the road, storm
and sanitary sewers to serve the Darling -Parke Subdivision on
Grandview Avenue. The construction of the street was petitioned
for by John Darling and George Parke, Developers of the project.
All work on the project has been completed, consisting of the
following:
The road extends in a southerly direction from Grandview
Avenue for a distance of 828 feet, consisting of a 30 -foot wide
travel way, with a 24 -foot wide turnaround at the southerly end,
having an inside radius of 26 feet. The roadway pavement consists
of 3 inch bituminous concrete on an 18 inch gravel base, with all
graded areas outside of the roadway provided with 4 inch topsoil
and seed.
A storm sewer was installed, consisting of 480 feet of 15
inch perforated asphalt coated corrugated metal pipe, 56 feet of
21 inch ACCMP, 18 feet of 15 inch ACCMP, 24 feet of 12 inch ACCMP,
and 236 feet of 6 inch perforated underdrain pipe. There are
three catch basins and two catch basin inlets.
The sanitary sewer system consists of 855 feet of 8 idea
PVC pipe and three manholes. In addition, 4 inch PVC sewer
service connections were made to each of the eleven lots in the
Subdivision.
The actual cost of the project was as follows:
Road $369826.
Storm Sewer 1%152.
Sanitary Sewer 11,954•
Sewer Service Laterals 31850.
Engineering (Private) 19322. -
Engineering (City) 6.956.
Total $761060.
In accordance with Chapter %II, Article 12, Section 1 of
the Laws and Ordinances, The City's share of the roadway con-
struction would be $5.25 per foot of length, amounting to
$4,347• for the total length of 828 feet, with the remaining
portion to be paid by the Developers. The City would pay 56%
of the cost of the storm and sanitary sewers, but the Developers
would be required to pay 100% of the cost of installing service
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laterals to each lot. The Engineering cost would be pro -rated
against the City and the Developers in proportion to the total
of the other costs. as follows:
Of the total Developers' share of $55,974.1 $12,500. was
prepaid prior to the start of construction, and Engineering
costs for the initial design were paid by the Developers in
the amount of $1,322. This would reduce the Developers' net
share to $42,152., which amounts to an assessment of $3,832.00
against each of the eleven lots in the Subdivision.
As mentioned in the original report, accepted by Council
Order No. 244 AH passed .July 28, 1980, it is recommended that
the assessments be deferred on each lot until the lot is sold,
with all assessments to be paid within a period of three years
from the date of acceptance of this report by the City Council,
provided that simple interest in the amount of seven percent (7%)
per annum be added to the deferred assessments, with the interest
charge to be pro -rated from the acceptance of this report by the
City Council to the date of actual payment. It should be noted
that Lots 61 7 and 8 have been sold, Lot No. 1 has been conveyed
to .John D. and Deborah A. Darling, and Lot No. 2 has been con-
veyed to George L. and Am M. Parke. Consequently, it is recom-
mended that the assessments against Lots 19 2, 69 7 and 8 be
levied immediately, and that the assessment against Lots 3, 4,
5, 9, 10 and 11 be deferred as described above, provided that
a suitable Subordinate Agreement is obtained from the Developers.
A Plan showing the actual construction is on file in the
Office of the City Engineer.
Respectfully
submitted,
JTF:jkp So'hv T. Frawley,
City Engineer
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City Share
Private Share
Total
Highway
$ 49347•
$329479•
$36,826.
Storm Sewer
71576.
7,576.
15,152.
Sanitary Sewer
5,977•
5,977.
11,954.
Sanitary Sewer
Service Laterals 0.
3,850.
37850.
Engineering
2_,86.
6 0 2.
8.278.
Total
$20,086.
$55,974.
$76,060.
Of the total Developers' share of $55,974.1 $12,500. was
prepaid prior to the start of construction, and Engineering
costs for the initial design were paid by the Developers in
the amount of $1,322. This would reduce the Developers' net
share to $42,152., which amounts to an assessment of $3,832.00
against each of the eleven lots in the Subdivision.
As mentioned in the original report, accepted by Council
Order No. 244 AH passed .July 28, 1980, it is recommended that
the assessments be deferred on each lot until the lot is sold,
with all assessments to be paid within a period of three years
from the date of acceptance of this report by the City Council,
provided that simple interest in the amount of seven percent (7%)
per annum be added to the deferred assessments, with the interest
charge to be pro -rated from the acceptance of this report by the
City Council to the date of actual payment. It should be noted
that Lots 61 7 and 8 have been sold, Lot No. 1 has been conveyed
to .John D. and Deborah A. Darling, and Lot No. 2 has been con-
veyed to George L. and Am M. Parke. Consequently, it is recom-
mended that the assessments against Lots 19 2, 69 7 and 8 be
levied immediately, and that the assessment against Lots 3, 4,
5, 9, 10 and 11 be deferred as described above, provided that
a suitable Subordinate Agreement is obtained from the Developers.
A Plan showing the actual construction is on file in the
Office of the City Engineer.
Respectfully
submitted,
JTF:jkp So'hv T. Frawley,
City Engineer
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