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<br />-. <br /> <br />CHECKLIST FOR ENGINEERING REVIEWS <br />(Building Pennits and Planning Files) <br /> <br />Item <br /> <br />Storm Sewer <br />. Connection to city main <br />. ROof drains . <br />.. . Velocity D,ito city system <br />. System capicity , <br /> <br />..- <br /> <br />Stonnwatel" treatment/detention <br />. Rice Creek watershed permit req'd7 <br />Rice Creek contact Kate Drewry 483-0634 <br />. Max. pond slope 4: 1 <br />. proposed 10 yr. nmoffrate = existing <br />10 yr. nmoff rate <br />. Evaluate site for 100 yr. event to eDSW'e <br />there is adequate storage <br />. NURP Standard: dead storage= nmoff <br />ftom 2.5- rainfall <br /> <br />Roadway cutslcrossings <br />. Roadway should be replaced to existing <br />depths <br />. JackingIboring especially for water <br />services under permanent streets <br />. '-'UWll.JIMnDOT Permits <br /> <br />Easements required <br />. Ramsey Coonty master street plan <br />· Existing or proposed public <br />utilitieslfacilitics <br /> <br />Existing ea~tq <br />.' 'Keep 1arge trees out of easen:tr'l'tq <br />. Easementslriglrt otway to be <br />released/abandoned . <br />. No structures over easements <br />. Raise existing utility str1Jctw"eS to new <br />grade <br /> <br />Deferred assessments <br /> <br />Traffic cimJlation <br />. Impacts on public streets <br />. On-site cin:uJation <br />. Consultant review, if necessary <br /> <br />InItiaU <br />Date <br /> <br />~ <br />/-27-16 <br /> <br />Contact Penon!: <br />Jay.Kennedy 490-2221 <br />Doug Strong 490-2225 <br /> <br />Note. <br /> <br />~!~ <br /> <br />" - <br /> <br />Y--.J(A <br /> <br />Ne-~ ~~~ <br /> <br />~ N ~ ~ ~ P-Ao.I----:Jc:;. <br />\-"2"1-18 <br /> <br />~ <br />1-27-1 ~ <br /> <br />~ <br />} -'2.7- f {!, <br /> <br />~ <br />I ...'Z-(-~ g-" <br /> <br />_ ~)C..lc;.\I~r-, ~I~~ A...~ <br />U, l Ll TV 5.s...:;rM ~\ A-\...e~r.::, <br />TH~ ~ ~ L...cq" LI f'-.)G". <br /> <br />l..(c=s.. ~~ "f; No...,- ~~~ <br />. 10 Gr...Le.l.JLA-~ ~M()u~\, <br />~~ <br />