1988-02-15 Feasibility Study Phase 11
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FEASIBILITY STUDY.:
For The
PROPOSED DARKEN W ALD DEVELOPMENT
PHASE
City of
Albertville, Minnesota
E-eeor o
MEYER-ROHLIN,iNC
ENCi1NEERS-LAND SURVEYORS
1111 Nw~t ?SN., Bultalo, Mlnn. 55913
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FEASIBILITY STUDY
FOR THE
PROPOSED DARKENWALD DEVELOPMENT
PHASE 1
ALBERTVILLE, MINNESOTA
February, 1988
E-8801-D
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
Profess~or;al Engineer under the laws of the
State of Minnesota.
Thore P. Meyer
Reg. No. 6218
1
1 ~
MEYER-ROHLIN, INC. O O
1 ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612- 682-1781 ~~
1
February 15, 1988
1
1 Cit of Albertville
Y
1 c/o Maureen Andrews, Administrator
Box 131
1 Albertville, MN 55301
Re: Proposed Darkenwald Development Phase I
1 Feasibility Study
' Honorable Mayor & City Council:
1 As requested, we have completed the Feasibility Study for the above
referenced project.
1 Project Location
1 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
1 part of the Southeast Quarter of Section 35 , Township 121N , Range
24W, and part of the Northeast Quarter of Section 2, Township 120N,
1 Range 24W. See attachment 1.
1 Sanitary Sewer
The sanitary sewer system would consist of 2800 feet of 8-inch PVC
1 pipe. Sewer services will be 6-inch for the apartment lots and
4-inch for the residential lots. The system will discharge into
1 the proposed Highway 37 interceptor. See attachments 2 and 3.
Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor
page 2
' Watermain
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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.
[]
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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%) 67,20.0
Legal (City Attorney) (1%) 5,200
Administration (1%) 5,200
Contingencies (5°~) 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.
~%~C~i~~~-C~~
Norman Gartner
Professional Engineer
sl
File: E-8801-D
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