1994 Feasibility Study
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Feasibility Study
for the
HARDWOOD POND
2ND ADDITION
.City of Albertville, Mi~nesota
MEYER-ROHLIN, INC.
EM3/NEERS-LAND SURVEYORS 1111 Hwy. 25 N, Buffalo, Mlnn.55313 Phone 612 - 682-1781
E-9301 B
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FEASIBILITY STUDY
FOR
HARDWOOD PONDS SECOND ADDITION
ALBERTVILLE, MINNESOTA
MEYER-ROHLIN, INC.
ENGINEERS AND LAND SURVEYORS
1111 HIGHWAY 25 NORTH
BUFFALO, MINNESOTA 55313
E-9301-B
I hereby certify that this plan, specification,
or report was prepared by me or under my direct
supervision, and that I am a duly Registered
Professi al~r under the laws of the
.~a~ innesota.
. Meyer
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MEYER-ROHLIN, INC.
ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612-682-1781
City of Albertville
c/o Linda Houghton, Clerk
Box 131
Albertville, MN 55301
Honorable Mayor and City Council:
SUBJECT: Hardwood Ponds Second Addition
As requested, we have completed. the feasibility study for the
extension of the water and sanitary sewer utili ties and the
construction of storm sewer and streets for the above-referenced
project.
PROJECT LOCATION
The project is located immediately north of the Hardwood Ponds
Addition to Albertville and south of the Albertville Elementary
School. It is within part of the West Half of the Southeast
Quarter of Section 1, Township 120 North, Range 24 West, Wright
County, Minnesota. See attachment 1.
SANITARY SEWER
The sanitary sewer system will consist of approximately 1350
lineal feet of 8-inch PVC pipe. The system will connect by
gravity flow to the existing sanitary sewer on Main Avenue (CSAH
35). Individual 4-inch PVC service leads will be provided to each
lot extending through the 10-foot front easement. See attachment
2.
WATERMAIN
The water system will consist of approximately 1400 lineal feet
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
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of 6-inch ductile iron pipe (DIP) extending from the existing
8-inch water main on Main Avenue and connecting to the existing
6-inch main in Hardwood Ponds Addition. Fire hydrants shall be
provided in conformance to the Joint Powers' water requirements.
One-inch copper service leads shall be installed for each lot,
extending through the 10-foot front easement. See attachment 2.
STORM SEWER
The storm sewer will consist of 15-inch and 12-inch reinforced
concrete pipe outletting into the existing storm sewer at the
westerly edge of Barthel's Industrial Park Addition. Catch basins
will be located at the low points of the streets and at the
intersection of 53rd Circle and 53rd Street. See attachment 3.
STREETS
The street improvements will consist of a 12-inch class 5 gravel
base, l~-inch bituminous base, l~-inch wearing course and
surmountable concrete curb and gutter. The installation of the
second or final lift of bituminous will be delayed until the
summer of 1994. The area behind the curbs will be graded to the
final contour; however, no topsoil, seeding or sodding will be
included in this contract. This is the responsibility of the
developer and is so covered in the developer's agreement. See
attachment 3.
COST ESTIMATES
The estimated cost of this complete construction is as follows:
a) Sanitary sewer $ 39,400
b) Water mains 42,700
c) Storm sewer 28,500
d) Street construction 84,000
$194,600
Contingencies 9,730
Engineering 35,000
TOTAL $239,330
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The above estimate does not include bonding, financing and legal
costs. These should be added to the above figures to provide a
total project cost.
. CONCLUSION
In conclusion, the above-described improvements are feasible as
proposed, will benefit the abutting properties, and should be
fully assessed to the developer.
If you have any questions, please do not hesitate to contact us.
Respectfully submitted,
Thore Meyer
Professional
cc: File E-9301B
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ALBERTVILLE
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WFUOHT COUNTY, MINNIE.aTA
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Location Map
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