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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 permit req'd? <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 100 yr. event to ensure <br />there is adequate storage <br />. NURP Standard: dead storage= 11Jl1Off <br />from 2.5. rainfall <br /> <br />Roadway cuts/crossings <br />. Roadway should be replaced to existing <br />depths <br />. Jackinglboring especially for water <br />services Wlder permanent streets <br />. R~Coooty&fuDOTPerm~ <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, ifnecessary <br /> <br />lnitJaU <br />Date <br /> <br />Contact Persons: <br />Jay Kennedy 490-2221 <br />Doug Strong 490-2225 <br /> <br />Notes <br /> <br />.. W\3"..:i!;t::,. ~~s.. <br /> <br />o C~Tq( 1>#1$1,.,) -g~ 'So \-r8 RWb !Piu..4.,J <br />~ IS ppo,s~ -rc PLMhb1.tJfs. A'tJD LAc:.JII1..c.~ <br />fisrD&ttJb. ~1141 of- 6u.-,~b W;CL)...-- <br />~~A'&6 ?c:I'I..JI!n N b /WUI5Pt RiNc rVhf l.>6"ftt> <br />~ ~M.S ~ <br /> <br />~ . ~~.ab,. ~u..,~ <br />"] ~ 2- '3 - C; ~ (J ~ ..., t"TH /lU--~ ~ TI.. <br /> <br />~ Ile_"""", ~'TT1~ b <br /> <br />,-;. ~-ig <br /> <br />~ <br />3-23 -98' <br /> <br />~ <br />3-~" ~'1 <br /> <br />~ <br />~-23-'t. <br /> <br />~ <br />3-"Z3-9~ <br /> <br />~ <br />'~23 -P&: <br /> <br />~ <br />I?-Z ~-7~ <br />-:::t>5 <br />l- 2-? -9s <br /> <br />Z;y <br /> <br />D N~~ < )0-=>$ ~~ ~?c<;\.....t::.. <br />Ss:-rc:>~?--..... S:,.:.........,....-~ Cu-T. <br /> <br />~~d <br /> <br />co ~ \ ......... v-:>A. '-i' E/=or':9> ~ ~ w--:> \' A.. \...0. ~ <br />\+t-.o ~~T \2.[ <br /> <br />~~~- <br /> <br />. ~ S:.nr-G~c.u-\.....A.\\CI~ ~IT""'" MOh~ <br />~'t> '> 40..9\.-1::::. t4.c...v... A.N> 1 H {'=>o...<:... T. <br />. L+- /tP~ ~s I F- ~ n-es ~s P~'$StlJ~ <br />~~ ek'f>-r p~ -rb -E;(1'" ""'M-n-16 <br />fSktl..IJP-;;Is fhP~:71hs S~ 66 <br />\lEt1L4~aO . <br />