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<br /> CODtad PenODS: , <br /> CHECKLIST FOR ENGINEERING REVIEWS Jay KeDDed~' 490-2221 <br /> (Building Permits and Planning Files) Doug StroDg 490.2225 ; <br /> Item lnitiaJI Notes <br /> Date <br /> Storm Sewer <br /> . Coonectioo to city main <br /> . Roof draiDs . <br /> . Velocity into city system ~/A <br /> . System capacity ! <br /> I <br /> ; <br /> Stonnwater treatment/detention <br /> . Rice Creek watershed permit req'd? <br /> Iticc: Creek contact Kate Drewry 483~34 <br />. Max. pond slope 4: I <br />. proposed 10 )T. runoff rate = existing N/A <br /> 10 yr. runoff rate <br />0 Evaluate site for 100 yr, event to ertSW'e <br /> there is adequate storage <br />0 NURP Standard: dead storage= runoff <br /> Umn 2,50 rainfall <br />Roadway cuts/crossings I <br /> I <br />0 Roadway sbould be replaced to existing <br /> depths ~/A- , <br />. JaclcingI1xxing especially for water <br /> ! <br /> services UDder permanent streets <br />. CountvlMDDOT Permits ~ <br />Easements required ~ II:> \b Fe <:ij '\ t;.~ ~~ ~ <br />0 R.amsey County master street pIan (,-1 ~ - 9 . ~~D- I <br />0 Existing or proposed public <br /> utilitieslfacilities I <br /> I <br />Existing e8SC11)1"51t'J ~ ! <br /> I <br />0 Keep I.ge IJ'CCS out of easc:mcnts b-11-7f( I <br />0 Easement-"'rigbt of way to be ~dt~.2) <br /> releasedlab~ <br />. No structures over easements 1 <br />. Raise existing utility structures to new I <br /> I <br /> grade I <br />Deferred ~~ts 1}'? ~r-J&. \ <br /> ~ '- /q-'1 &- I <br /> ! <br /> I <br /> , <br />Traffic ciccu1atioo <br />. Impacts OIl public streets ; <br />0 On-site circulatioo < -- '1--)/1+- <br />0 Consultant review, ifnecessary <br /> , <br />