HomeMy WebLinkAbout2007-03-30 BRAA Ltr to OPH2335 Highway 36 W
St. Paul, MN 55113
Tel 651 - .636. -4600
Fax 651- -636 -1311
wwwhonostroo.com
March 30, 2007
Mr. Eric Johnson
City Administrator
City of Oak Park Heights
14165 Oak Park Blvd., P.D. Box 2007
Oak Park Heights, MN 55082 -2007
Cross Connection with Wal -Mart
BRA File No. 55 -05 -000
Dear Eric::
Ir Bonescroo
We have reviewed the revised plans we received on March 19, 2007 for the cross connection between
Lowe's Store and oval -Mart, as submitted by Ozark Engineering, Inc. Following are our comments and
recommendations for the cross connection,
D.rawing Number 2
1. In Lowe's comments to the February 1, 2007 review letter they stated that the NE corner access to
the Wal -Mart site will be completed by veal -Mart. Plans for this area will need to be submitted by
Wal-Mart for City's review.
2. It is recommended that a concrete pad be placed in the area surrounding the existing Wal -Mart
catch basin that is located sof.ith of the north entrance. This pad would. he anproximately W Y 1 0'
feet and convey the storm water from the end of the 3' radius diagonally across to the catch basin
(see attached).
3. A concrete commercial driveway apron shall be placed at the north entrance. The detail for this
apron is attached.
St. Paul
St. Cloud
Rochester
Milwaukee
Chicago
Prior to construction we recommend the City obtain aletter from Wal-Mart stating that they have reviewed
the Cross Connection construction plans and have no objections to the drawings and the construction of
the Cross Connection.
If you have any questions or require additional information, please contact me at (651) 604-4788 or
Dennis Postler at (651) 604-481
Sincerely,
BONESTROQ
Karen S, Erickson, P.E.
cc: TomOzzeHo Public Works Director
Jim Butler, Building Official
Scott Richards City Planner
MarkVler|ing City Attorney
KathyVWdin City Arborist
Scott McGee- Ozark Engineering
[|erkVVick|und AUian1 Engineering
DMP File —Bonestroo&Associates
��5\55 cross connection ^o8-o7.uoc
2' STRIPED
CONCRETE
IPES SHOWN
T AND SHALL
FIED BEFORE
CONTRACTOR TO ADD ADDiTIONAL
PARKING S'T'ALL SI'RIPING 1-0 MATCH
EMSTING
PARS ING's-rp$U" ING
Concrete slab shall be 6" thick,
Concrete apron shall be constructed
on 4" compacted class 5 gravel base
(See specifications)
3/4" per foot
18 to VARIABLE
10' OR R.O.W. LINE, WHICH EVER lIS GREATER
4" Class 5 base incidental to apron
SECTION A -A
No Scale
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PLAN.
No Scale
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@JA Bone stro o
nose ne
CM Anderlik &
Associates
Engineers & Architects
St. Paul, Minnesota
STANDARD DETAILS
CONCRETE DRIVEWAY APRON
COMMERCIAL
OAK PARK HEIGHTS, MN.
Last Revision.
April 2000
BRA Plate No.
4-04A
............
City Plate No
STR 8
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