HomeMy WebLinkAboutPC80047 - 11/20/80 - 6840 Shingle Creek PkwyF_ DING COMMISSION FILE Cam.
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COMMERCIAL/INDUSTRIAL PROPERTY FILES CHECKLIST
a
CITY OF BROOKLYN CENTER
PLANNING COMMISSION ZONING APPLICATION
Application No. 80047
Please Print or. Type Cl_carly
Street Location of
Property
6840 Shingle
Creek Parkway
Legal Description
of Property
Tract B,
R.L.S. ANOP
Owner
Address
Applicant
Phone No.
Metropolitan Salad & Produce (George Stubbs)
Address 6800 Shingle Creek Parkway (mailing addres%one No. 560-1456 -
Type of Request: Rezoning
Variance
. .X Special Use Permit
Subdivision Approval
Site & Bldg. Plan Approval
Other:
Description of Request: Limited sales of produce at wholesale prices to customers
which is a special use in the I-1(Industrial Park District)
Hours of operation 10-7 Tues. through Fri. and 10-5 Saturday.
Fee $ 25.00
54586
Receipt No. ,.
/ Applicants Signature
-.November. 7, 1980
Date
PLANNING COMMISSION RECOnMENDATION
Dates of P.C. Consideration:] �d
Approved _4 Denied
the following conditions:
this day of 19, subject to
CITY COUNCIL ACTION
Dates of Council Consideration:
Approved Denied this _ day of ��-(. � 19 , with the
following amendment. -
C1.er�,
• •Planning Commission Information Sheet
Application No. 80047
Applicant: Metropolitan Salad and Produce/George Stubbs
Location: 6840 Shingle Creek Parkway
Request: Special Use Permit
The applicant requests a special use permit to sell produce directly to customers
on the site at which salads are prepared, the Spec IV Industrial Building at 6840
Shingle Creek Parkway. (We have understood the "produce" to be sold as processed
food items rather than raw produce.) "Retail sale of products manufactured,
processed, or wholesaled on the use site" is a special use activity in the I-1
zone. The site in question is bounded by 69th Avenue on the north, by the City
Maintenance garage on the west, by Shingle Creek Parkway on the south, and by
the Spec IV Industrial Building on the east.
The applicant has submitted a letter (attached) providing certain information
requested by staff, but no arguments regarding the Standards for a Special Use
Permit (also attached). However, the Commission may seek from the applicant
whatever other information it deems necessary to evaluate the request for a
permit. Briefly, the information provided includes:
1. Hours of operation: 10 a.m. to 7 p.m. Tuesday -Friday
8 a.m. to 5 p.m. Saturday
2. No additional employees.
3. 130 customers (65 cars) per day anticipated.
4. Signery to be placed on walls (no signery visible from 69th
Avenue North is permitted, as stipulated in Council
Resolutions No. 74-169 and 77-67).
The primary concern of staff regarding this application is the perennial con-
sideration: "what if everybody does it?" The site in question was designed
primarily as an industrial facility, but with a substantial office component.
There are 309 parking spaces provided on the site, 167 more than required by
the industrial formula alone. The proposed retail activity would involve ap-
proximately 2,600 sq. ft., the retail parking formula for which is 23 spaces as
opposed to 3 spaces under the industrial formula. The 20 stall difference
should not crowd the available parking.
The proposed use also raises other questions such as exit and S.A.C. require-
ments based on a change in occupancy load. The Building Official has inspected
the premises and the Sanitarian is expected to do so this week. Significant
modifications will have to be made to the tenant space for it to meet code
requirements for a permanent operation.
The proposed use seems fairly limited in its effects. However, it would also
seem unwise to extend a right to one industrial tenant which cannot be
extended to all others. It is, therefore, recommended that the Commission
give special attention - if it is disposed to approve the application - to the
hours and days of operation and to set a definite trial period to monitor the impacts
from this use. During the next three weeks, the retail operation will be
conducted under the issuance of an Administrative Land Use Permit which allows
for promotions up to 20 days per year. Staff will use this time to assess the
impact of retail sales on the site and report back to the Planning Commission
if so desired.
11-20-80 -1-
'Application No. 80047 continued
Approval of this application should be subject to at least the following
conditions:
1. The hours of operation (applies to sales only) shall be:
2. The permit is issued to the applicant as operator of the facility
and is nontransferable.
3. The permit is subject to all applicable codes, ordinances, and
regulations and any violation thereof shall be grounds for
revocation.
4. The permit is subject to the approval of the City Sanitarian
with respect to food storage and handling facilities.
5. The permit is subject to approval by the Building Official of
all remodeling plans to make the space conform to commercial
occupancy standards of the Uniform Building Code.
11-20-80 -2-
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SHORT-ELLIOTT-HENDRICKSON, INC.
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CONSULTING ENGINEERS
ST. PAUL, MINNESOTA CHIPPEWA FALLS, WISCONSIN
July 2, 1980 RE: PROPOSED DEVELOPMENT
SHINGLE CREEK PARKWAY
AT COUNTY ROAD 10
TRAFFIC IMPACT
+• OUR FILE NO. 80047
Mr. Sy Knapp, Director of Public Works
City of Brooklyn Center
6301 Shingle Creek Parkway'
Brooklyn Center, MN 55430
Dear Sy:
As you requested, we have reviewed the potential traffic impact -of the develop-
ment of 172 acres of property directly adjacent to Shingle Creek Parkway, north
of Brookdale Ford. We have evaluated the potential traffic generation from
the site, evaluated accessand locations of median openings on Shingle Creek
Parkway, reviewed the potential future need for a traffic signal from the site,
and evaluated the optimum distance from the median openings to County_Road
10 and to John Martin Boulevard.
You have indicated that BRW prepared a special study for a specific development
plan for the same site -previously. The report indicated the site. would generate
approximately 5,000 vehicles per day. The site plan was significantly -.different.
from the plan presently being presented.
As part of the Earle Brown Farm traffic study also prepared by BRW, they made an
estimate of traffic to be generated from a number of parcels along Shingle Creek
Parkway. They assumed that the parcel now.proposed for development would generate
approximately 500 trips per day per acre, for a total of approximately 8,750
trips,per day. This is based on some very general commercial development.
We have reviewed in more detail the proposed development and calculated traffic
to be generated by 52,300 square feet of general retail space, 35,825 square
feet of toy store, a 10,000 square foot restaurant, and a 2,045 seat theatre.
We have estimated that the traffic generation of this development will be approxi-
mately 7,000 trips per day. We feel this figure is reasonable compared to similar
sites and compared to the previous studies by BRW.
We have further reviewed the impact of the site onto p.m. peak hour traffic
volumes. We have taken into account the different types of development and the
different hourly variations they will generate. It is anticipated that this
site will generate approximately 320 vehicles from this site and approximately
260 vehicles into the site during the p.m. peak hour. The turning movement
volumes are shown on enclosed schematic layout. Of the 320 exiting vehicles,
200 will be making right turns and should not encounter any significant delays.
The 120 left turning vehicles exiting from the site will encounter some delays
200 HILLSBOROUGH OFFICE BLDG • 2353 RICE STREET ST. PAU�, MINNESOTA 55113.9 PHONE (612) 484-0272
�'•'.s:
Mr. Sy Knapp, Director of Public Works
July 2, 1980
Page 2
during this peak hour period but the delays will probably not be significantly
greater than if a signal were installed.
Based on the hourly volumes anticipated to exit from the site and the percentage
of right turns, it is not anticipated that a traffic signal will be needed to
control traffic at the intersection in the future.* The signals to the north
at John Martin Drive and to the south at County Road 10 should provide a number
bf gaps in traffic.
The intersection of Shingle Creek Parkway and County Road 10 will carry a sig-
nifcan•tly high volume of traffic during the p.m. peak period. It is anticipated
that there will be approximately 300 southbound left turns from Shingle Creek
Parkway onto County Road 10 in the p.m. peak hour. This will ultimately require
an extension of the existing left turn lane on Shingle Creek Parkway.
The developer proposes to have a median opening on -Shingle Creek Parkway approxi-
mately 600 feet north of County Road 10. This opening will be sufficiently
far north so that it will not interfere with the extended southbound left turn
lane at County Road 10. A northbound left turn lane at the developer's proposed
median opening is not necessary because Shingle Creek Parkway is adjacent to
Shingle Creek at this location.
We bave considered the possible coordination of signals along Shingle Creek Parkway.
The intersection of Shingle Creek Parkway and County Road 10 will be operating
with a very high volume of turning movements and therefore will have to operate
.independently from any system. The signals to the north, at John Martin Drive
and Summit Drive, will probably be coordinated with the signals at the Interstate
94 ramps and Freeway Boulevard. If the proposed development were to generate
enough traffic to justify installation of a traffic signal, which is doubtful,
it would become the southern most signal on the end of the Shingle Creek Parkway
system. It will be approximately 1700 feet from John Martin Drive. With the
longer cycle lengths possible due to the heavy volumes and speeds of approxi-
mately 35 miles per hour, this distance is probably adequate for coordinated
signa'lization. Because we feel the possibility of a traffic signal at this
location is remote we did,not prepare a coordination diagram to evaluate the
potential inclusion of the intersection in the signal system.
We have assumed that there would be access from Brookdale Ford through this
development onto Shingle Creek Parkway. However, the layout of Brookdale Ford
and the remoteness of the opening on Shingle Creek Parkway indicates that most
traffic will utilize the existing Brookdale Ford entrance onto County Road 10.
Therefore, Brookdale Ford will have little impact in terms of traffic volumes
on the Shingle Creek Parkway access to the proposed development.
SpitL'4r�.T,1::3i::.dulG•�'1iO3kC:lA:.::itti.'.1.iTl.:eaiG�'�.:'r..x3�.;J*at..'_'.:�ai:,+.n... t..i�.#`ti.i5i:.1El;.i$�,}5i:....;!'d;+.. •:F` 5."—. �'-��`ss.Yl
Mr. Sy Knapp, Director of Public Works
July Z, 198.0
Page 3
We have also not considered the possibility of a second access to the shopping
center utilizing a right turn -in, right turn -out only provision. If this
access is possible, the p.m. peak period traffic volumes at the median opening
will be decreased since a large percentage of the right turning vehicles will
utilize the more northerly entrance onto Shingle Creek Parkway.
We feel the location of the median opening approximately 600 feet north of
County Road 10 will not create any significant problems. It could be located
further to the north, also having little impact on traffic operations. The
volume of traffic generated by the site is not great enough to justify installa-
tion of a traffic signal. Some conflicts and some delays will take place in the
p.m. peak hour at the median opening onto Shingle Creek Parkway. These conflicts
and delays should not create significant congestion or operational problems.
Sincerely,
Glen Van Wormer
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