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<br />.. <br /> <br />CHECKLIST FOR ENGINEERING REVIEWS <br />(Building Permits and Planning Files) <br /> <br />Item <br /> <br />Storm Sewer <br />. Connection to city main <br />. Roof drains <br />· Velocity into city system <br />. System capacity <br /> <br />Stormwater treatment/detention <br />. Rice Creek watershed pennit req'd'J <br />Rice Creek contact Kate Drewry 483-0634 <br />. Max. pond slope 4: I <br />. proposed 10 yr runoff rate = existing <br />10 yr, runoff rate <br />. Evaluate site for I 00 ~T. event to ensure <br />there is adequate storage <br />. NlfRP Standard: dead storage= runoff <br />from 2.5" rainfall <br /> <br />Roadway cuts/crossings <br />. Roadway should be replaced to existing <br />depths <br />. Jacking/boring especially for water <br />services lU1der permanent streets <br />· Ramsey COlU1tyIMnDOT Permits <br /> <br />Easements required <br />. Ramsey COWlty master street plan <br />. Existing or proposed publIc <br />utilities/facilities <br /> <br />Fxistingeasements <br />. Keep large trees out of easements <br />. Easementslright of way to be <br />released/abandoned <br />. No structures over easements <br />. Raise existing utility structures to new <br />grade <br /> <br />. <br /> <br />Deferred assessments <br /> <br />Traffic circulation <br />. Impacts on public streets <br />. On-site circulation <br />Consultant review, ifnecessary <br /> <br />/' <br /> <br />InitiaJ/ <br />Date <br /> <br />~ <br />7~.23-9&: <br /> <br />Contact PenoD~: <br /> <br />Ja~' Kenned~ ~90-2221 <br />Doug Strong ~90-222~ <br /> <br />!'Iote~ <br /> <br />0/~ <br /> <br />~!A- <br /> <br />6 ~1I'v..~.-a-T Lu'LL-~.;:?' Te:,. ~~ <br />R~~~c..~ 'P~ ~5~fLLU- <br />s;...\~~lI--l?D <;.. Ar-T2\L L~~ <br />Se1~" 1 c.::r ( ~ G-, It--.>. <br /> <br />~~ <br /> <br />Nb C'W1:3 <br /> <br />~ 0 ~..,.~ L. of= . L\-, 2.0' <g, b '1 ~~M~N\ <br />7-23-jf-- '+;C"L.. s.s.. w S, ~~ P <br />, I 'f <br /> <br />u/. <br />14-- <br /> <br />. <br /> <br />- <br />