HomeMy WebLinkAbout2003-06-18 BRAA Email Re Revised Grading & Sewer PlansJulie Hultman
From: Postler, Dennis M [dpostler@bonestroo.com]
Sent: Wednesda June 18, 2003 4:37 PM
To: Eric A. Johnson
Cc: Mark Vierlin (E-mail); Jim Butler; Scott Richards (E-mail); Jud Holst; Ja Johnson; Julie
Hultman; Mitchell L Johnson (E-mail) Jason M (E-mail)
Subject: RE: Oak Townhomes (Hom4Me)
Mitch Johnson from FOR dropped of revised Gradin & Storm Sewer and Sanitar Sewer plans (Sheets 3 and 6,
respectivel late y esterda y . These plans satisfactoril address the 4 issues noted below, and we recommend approval of
the plans at this time. The onl other en issues still outstandin are MnDOT's review/approval of the
draina calculations and whether or not the Middle St. Croix Water Mana Or has an comments
relative to this development. Thanks.
Dennis Postler
• - - - -- ori g inal Messa - - - --
• From-. Postler, Dennis M
• Sent: Thursda June 12, 2003 610 PM
• To: 'Eric A. Johnson'
• Cc: Mark Vierlin (E-mail); Jim Butler; Scott Richards (E-mail Jud Holst Ja Johnson; Julie Hultman; Mitchell L.
Johnson ( E-mail ) - Jason M (E-mail)
> Subject: 6ak g reen Townhomes (Hom4Me)
• Eric:
• We've reviewed the latest revised final plans and have the followin comments:
> 1. The erosion control plan (or g radin g and storm sewer plan re an ade amount of rip rap or other
acceptable erosion control material from the concrete swale spillwa to the bottom of the ditch. It appears existin
sanitar sewer IVIH-2 is rou in this location ( the line fonts used on the plans didn't cop ver well, so it's difficult to
determine the exact location). Another option would be to install a catch basin in the proposed drivewa curb return
directl over the proposed 18" RCP culvert and tie the concrete swale into this (eliminatin the spillwa
> 2. Proposed g rades between Units 7 and 8 are q uite flat and ma result in storm water pondin in the court area or
a buildin This area should be reanal
> 3. The proposed g ara g e floor elevations of Units 1 - 5 are an from 1" - 6" above the concrete valle g utter in the
parkin area (approximatel 25' awa There should be a minimum of 12" of clearance between these items.
> 4. Sanitar Sewer MH-2 still re a water-ti castin specified.
• Dennis M. Postler
• Bonestroo, Rosene, Anderlik & Associates
• 2335 West Hi 36, St. Paul, MN 55113
• Direct: (651) 604-4815
• Office: (651) 636-4600, x4815
• Fax: (651') 636-1311
• Cellular: (612) 865-9187
• E-mail: dpostler@bonestroo.com