No Date Feasibility StudyFEASIBILITY STUDY
FOR
PARKSIDE ADDITION
ALBERTVILLE, MINNESOTA
MEYER-ROHLIN, INC.
ENGINEERS AND LAND SURVEYORS
1111 HIGHWAY 25 NORTH
BUFFALO, MINNESOTA 55313
E-9201-Q
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 nal Engineer under the laws of the
Stake ~f Minnesota.
Thor1~ P! Meyer V Reg. '~No. 62
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: Parkside Addition
"UO
As requested, we have completed the feasibility study for the
extension of the water and sanitary sewer utilities and the
construction of storm sewer and streets for the above-referenced
project.
PROJECT LOCATLON
The project is located immediately west of the Westwind Addition,
Westwind Second Addition, and Westwind Third Addition, in the
City of Albertville. It is within part of the Southeast Quarter
of Section 35, Township 121 North, Range 24 West, and part of the
Northeast Quarter of Section 2, Township 120 North, Range 24
West.. See attachment 1.
SANITARY SEWER
The .sanitary sewer system will consist of approximately 5290
lineal feet of 8-inch and 12-inch PVC pipe. The greater portion
of the system will be serviced by gravity flow to a submersible
pump lift station located at the southwest corner of the Kalland
Drive and Kalenda Drive intersection. At such time that the
sanitary sewer trunk is installed to service the area west of
County Road 19 and south of the Westwind and Parkside Additions,
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
this lift station will be replaced by a gravity line south to the
new proposed trunk sewer. The balance of the Parkside Addition
will be serviced by gravity flow into the 12-inch trunk sewer
extension along County Road 37. 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 expansion will consist of approximately 5600
lineal feet of 6-inch, 8-inch and 12-inch ductile. iron pipe
(DIP), extending from the existing water mains on Kalland Drive,
61st Street NE, 62nd Street NE, and County Road 37. 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 12-inch to 42-inch reinforced
concrete pipe located to convey the storm water runoff from the
existing Westwind Addition, the in'estwind Second Addition, and the
Parkside Addition. The storm sewer trunk will connect to the
existing 42-inch pipe in the Westwind Second Addition and be
located under 61st Street NE, transporting the storm water
westerly to the existing detention area at the west end of
Westwind Park. Secondary storm sewer lines will be constructed on
Kalland Drive and Kahler Drive. Catch basins shall be located at
low areas and intersections providing access to the storm sewer
trunk. See attachment 3.
STREETS
The street improvements will consist of a 12-inch gravel base,
12-inch bituminous base, 12-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. A
right turn lane will be provided along County Road 37. 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 developers and is so covered in
the Developers' Agreement. See attachment 3.
COST ESTIMATES
The estimated cost of this complete construction, including
engineering fees and contingencies, is as follows:
a) Sanitary Sewer $187,500
b) Water Mains $184,000
c) Storm Sewer $103,500
d) Street Construction $253,500
$728,500
Contingencies $ 36,425
Engineering $131,130
TOTAL $896,055
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,
IN, INC.
Whore- Meyer
Professional En eer
CC: File E-9201-Q
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