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<br />CHECKLIST FOR ENGINEERING REVIEWS <br />(Building Permits and Planning Files) <br /> <br />Item <br /> <br />Stonn Sewer <br />· Connection to city main <br />· Roof drains <br />· Velocity into city system <br />· System capacity <br /> <br />Stonnwater treatment/detention <br />. Rice Creek watershed pennit req'd? <br />Rice Creek contact Kate Drewry 483-OG34 <br />Max. pond slope 4: I <br />proposed 10 yr. runoff rate = existin <br />10 yr. runoff rate <br />Evaluate site for I ()() yr. event to ensure <br />there is adequate storage <br />NURP Standard: dead storage= runoff <br />tTom 2.5" rainfall <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />Roadway cuts/crossings <br />· Roadway should be replaced to existing <br />depths <br />. Jacking/boring especially for water <br />services under pennanent streets <br />· Coun &fuDOTPmmts <br /> <br />Easements required <br />· Ramsey County master street plan <br />· Existing or proposed public <br />utilitieslfacilities <br /> <br />Existing easements <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 />Deferred assessments <br /> <br />Traffic circulation <br />· Impacts on public streets <br />· On-site circulation <br />. Consultant review, if necessary <br /> <br />Initial! <br />Date <br /> <br />~ <br />\Z-IS-Cfl <br /> <br /> <br />~ <br />12.-)8-f'7 <br /> <br /> <br />~ <br />(2-18"- '7 <br /> <br />Contact Persons: <br />Jay Kennedy 490-2221 <br />Doug Strong 490-2225 <br /> <br />Notes <br /> <br /> <br />. c...e.,....~~uc T\6~ (Sf=" lH.... i"oc.~ Sjl) <br />SE~~ ~'-O~~ ~~'T~ '\....0., L.,,.....cr- Ut-- <br />..?~~c:&" <- ~~':::. 'lb \3..- Q.~ I ~U-3 ~ <br />Be~ot't..<ir Co~s:.~UC-\l~""', ~\S.\,I~ <br />~\ \.....~.,., <;;;;:~u...::._~ ~ ~1't3'1'."""4\ <br />MA"f' Be- I~ ~'T'. <br />· t--1~\FC> P\..J::.I'-=' ~ ~F L:b.,'~ R~t"-3 ~rE <br />~~ JJL:" <br />. Nc5o& f6 c..... <br />. ~\1rf""L 2.S- "Co- <br />.. \-t\A..')C ~ ~h..-. R~b<;' 4 ~ t <br />. ~tSe~ CA\"U~""" ~ ~tL C~;Tet\.M Sa3-\Jo..)' <br />$~~TcM. <br />· ~\4 A:::o.." \ ~ T h\5; I 0 ~ ~ 1!!rA.<"L ST~M E:YAL~A; I ~ <br />. ~U'(B'C --r;. ~DC M\Ttc;,A~ION. ~~S A: <br />11,12.. lIMss EIl-L"" 0 tS"x'>T',....,.(', A~ <br />., ~ /0 ~. ;f,'-'fS~" f?~:.-1IJTo 17;\ t. S ~7 <br />. 4:>~ '" Cu." I ~ ~~ EJ<: Is..\, t <br />M0'~, M~ C"y 3T~ ~. <br />C~'IO~ A~t::::. ~~c~e~,. <br /> <br /> <br />M\\. 511\3'" I"'::::. <br /> <br /> <br />s. <br /> <br /> <br />~ . <br />lZ-\I>-Q7 ~qr'~QU.~ ~ PtJtJttf1JI.?' {f41iJtf-E ~Nt> <br />~ <br /> <br /> <br />t,L2 <br />1-pff-, <br />I <br />~ <br />(,-\~'9( <br /> <br />~ <br />1"2-)S-f' <br /> <br />. ~\ ~""""I ~G, S~~t:;""L A...'t-'Sr:::. W"",,"1'1$ ~ <br />\:;~\r~a~,<;.~~'&ei~ c/JPi..Jrr <br />~e~ ~~ A. ~b\.F +=e-o(f'T ~F <br />t:'C>,(~ ~~.,.. B.r ~~ C:N~.It+~ <br />o. ~\~\I~t:; ~~~"l).J. RA.~c;. <br />".s~f)~ 3 To 4 ~ ~ CuT. W$ <br />. .;: ~ <br /> <br />