Cond. Use Permit-Chapel View, Inc.January 26, 1984
Case No: 84 -04
Applicant: Chapel View, Inc.
Location: 615 Minnetonka Mills Road
Request: Conditional Use Permit to construct Congregate Care Residential
addition to Chapel View Nursing Home.
STAFF FINDINGS & COMMENTS: Kerrigan
1. The applicant is proposing construction of a 56 unit congregate care rental.
facility. The four story building would be located directly east of the exist-
ing Chapel View Nursing Home. The plan received favorable comments from the
Planning & Zoning Commission at a Concept Review on March 29, 1983.
2. The addition will be 64' x 248', concrete construction.with a brick. exterior.
It is to be connected to the existing nursing home via a hallway on the west
side through the two lower levels. The addition will contain 9 efficiency units
.(415 -450 sq. ft.), 3 one bedroom units (528 sq. ft.), and 3 two bedroom units
(792 sq. ft.), 11 one bedroom units (600 sq. ft.), 30 one bedroom (672 sq. ft.).
3. 427.45(3) of the Hopkins Zoning Ordinance requires one -half parking space per
unit for housing for the elderly, which nears a requirement of 28 spaces for
the proposed structure. It is proposed that the existing parking.on the site
will be utilized to provide the necessary spaces for the new housing units.
At the present time there are 72 spaces in the westerly lot, 40 in the.easterly
lot and 8 on.the north service drive. Also 15 additional spaces are to be
provided under the proposed structure. In accordance with 427.45(12) the exist -
ing nursing home with 128 beds requires 30 spaces. Thus the 120 existing spaces
are quite adequate to service both the existing and new facility.
4. In accordance with 427.330) a nursing home in an R -4 District requires 600 sq.
ft. of lot area for each person accomodated which in the case. of.Chapel View
would be 76,800 sq. ft. The.new structure requires 1600 sq. ft. per unit or"
89,600 sq. ft. and thus thE: site with 171,559 sq. ft. adequately meets this
requirement.
5. Utilities.will come off of Minnetonka Mills Road to service the proposed building.
No additional access points to the site will be added. The main egress point for
the proposed building will be via the existing easterly service road. The.intended
use should not significantly increase traffic flow on Minnetonka Mills Road.
6. The plans as presented show a mean easterly building height of.40 feet. The R -5.:
zoning allows a height of 45 feet or 4 stories and thus the structure is in con-
formance wibh this requirement.
• 7. The Fire Marshal has reviewed the plans and will require the building to be
sprinkled. Other items to comply with the State Fire Code (i.e fire hydrants,
stand pipes etc.) will be reviewed by the Fire Marshal subsequent to any further
action.
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Case No: 84 -04
Page 2
8. In accordance with ordinance requirements the applicant has submitted a land-
scape plan detailing a variety of different shrubs and trees surrounding basi-
calling the south half of the building. The applicant has stated that if addi-
tional dollars remain in the budget additional landscaping will be provided at
some future date. The landscaping as provided appears to adequately minimize
the "overpowering" effect of the building from Minnetonka Mills Road.
9. In conjunction with the CUP request it will be necessary for the applicant to
receive a variance from the ordinance for floor area, open space ratio and
rear yard setback.
10. The building would be approximately 44' from the easterly property line at its
closest point and 95' from the south property line. The existing building has
29,195 sq. ft. of land coverage and the addition will have 12,790 sq.(ft. cov-
erage. As the total lot area is 171,559 sq. ft. this is a 24% coverage which is
within the 30% ordinance requirement.
11. In accordance with 427.33(j) a nursing home requires 600 sq. ft. of lot area
for each person accomodated which in the case of Chapel View is 76,800 sq. ft.
The new structure requires 1,600 sq. ft. per unit or 89,600 sq. ft..and thus
the site has adequate space.
12. The drainage plan shows runoff being collected at the northeast corner of the
site, just west of the proposed building. A catch basin in this area will direct
runoff to the south to an existing storm sewer which runs south on 6th Avenue.
As drainage in this area is critical, the City Engineer has stated that if the
CUP is approved, and at some later date it is determined that drainage problems
have intensified as a result of this project, that it shall be the responsibility
of the applicant to design and implement a system which adequately resolves any
such problem created. Applicant must also review plans with the watershed district
as a condition of the CUP.
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