1998-02-15 Feasibility Study Phase I}
MEYER-ROHLIN,111IC. ~ U O
ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612- 682-1781 ~~
February 15, 1988
City of Albertville
c/o Maureen Andrews, Administrator
Box 131
Albertville, MN 55301
Re: Proposed Darkenwald Development Phase I
Feasibility Study
Honorable Mayor ~ City Council:
As requested, we have completed the Feasibility Study for the above
referenced project.
Project Location
The project is located in the northwestern section of the City,
south of County Road 37 and west of County Road 19. It is within
part of the Southeast Quarter of Section 35, Township 121N, Range
24W, and part of the Northeast Quarter of Section 2, Township 120N,
Range 24W. See attachment 1.
Sanitary Sewer
The sanitary sewer system would consist of 2800 feet of 8-inch PVC
pipe. Sewer services will be 6-inch for the apartment lots and
4-inch for the residential lots. The system will discharge into
the proposed Highway 37 interceptor. See attachments 2 and 3.
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
i page 2
Watermain
The water system would consist of 1450 feet of 8-inch ductile iron
pipe (DIP) trunk watermain from the intersection of County Roads 19
and 37 to the First Phase of the Proposed Darkenwald development.
The watermain within the plat would consist of 1550 feet of 8-inch
DIP and 1400 feet of 6-inch DIP. The service lines would be 1-inch
copper for the residential lots and 6-inch DIP for the apartment
lots. See attachments 2, 3 and 4.
.~ ..
Storm Sewer
The storm sewer shall consist of 12-inch to 33-inch pipe located to
convey the storm water runoff from the low areas and other critical
- drainage points to the proposed future street running east and west
through the middle of this development. The storm sewer would
_ discharge at this time into the existing ditch running south-
westerly across the property. See attachment 5.
Street
The street improvements would consist of a 3-inch bituminous
pavement and surmountable curb and gutter placed over a 12-inch
gravel base. All disturbed areas in the boulevard and utility
easement areas will be restored by seeding or sodding as required.
See attachment 5.
Cost Estimate
Below are the estimated costs for the above described improvements.
We have broken these numbers down in this manner to provide your
bond representatives an easier-to-read cost summary.
page 3
Sanitary Sewer $ 94,500
Watermain 124,600
Storm Sewer 59,000
Street Construction 222,500
Common Excavation 16,500
Subtotal $517,100
Engineering (13%) 67,200
Legal (City Attorney) (1%) 5,200
Administration (1%) 5,200
Contingencies ( 5°,6) 26, 000
Project Cost $620,700
Bonding and financing costs must be added to the above figures to
provide a total project cost.
Conclusion
In conclusion, the above described improvements are feasible and
would be a benefit to the properties herein described.
If you have any questions, please feel free to contact us.
Sincerely yours,
MEYER-ROHLIN, INC.
Norman Gartner
Professional Engineer
sl
File: E-8801-D
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