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ITEM <br />NCE <br />COMPLETE <br />NO. CC?u1PLETE <br />Requirements l Ca DATE & <br />DATE <br />COMP <br />INcanlPLera <br />INITIALS <br />137 <br />Any proposed new, or.substantiat remodel of an existing food service facility must show and adegtiatelydesigned <br />exterior grease interceptor that receives only kitchen waste, on lhe.plan a as prepared and submitted by the design <br />professional. Design of grease interceptor shall conform tottandard for Pre -Treatment of Sanitary Waste Effluent <br />Containing Fats, 011. and Grease," as. publ[the d by Clty. Grease Interceptor or Traps shall beJocated on <br />Private. property. <br />138 <br />Maintenance SchedulelPlan for Grease Interceptor BMP signed by property ownerrtsust be filed with the. City: prior <br />to issuanca of pe.mnft.to.connect with sanitary sewer system. copy of the signed agreement, the Grease <br />Interceptor man ufacturar's operation and maintenance me nu61,:and continuous maintenance records for the <br />previous twelve t12j months shall be kept ori site andavaifable to City stafmr review. <br />139 <br />Install.chimney seals on all sanitary sewer manholes per Cil std deWIs. <br />140 <br />:Service -connections. to manholes shafi:be at art angle no less than.90 degrees, New manholes to be Installed as <br />needed In Oify's main. <br />141 <br />Plan to address delalIs cn existing sewer main. ori propert <br />142 <br />Developer to confirm and provide proof of sewer service to property to the South for removal of existing sewer main <br />on properly. <br />143 <br />Existing and proposed.rlin and invert elevalions.are required to be clearly shown for sewer service connection to <br />Huff roan. Rd Manhole. Invert of service connection should beat or above the bench in the manhole <br />1.44 <br />145 Pf e'Re' uirements.� €�; ; s . <br />..<].. <br />-�-/;��l$=. <br />.•d+F..,c� r-K'�-Mr + •� � <br />- .i�V_e�� :�YrS'r.• ns�r;h5- <br />'afi% jYS=�^�'2.y=.:'.]%..- +'T.:'+?;... ^:i-i-�:�'�•�.i�:' �f.,...: �:���i'.: �., :�:�'�•':.K.. .-f., <br />146 <br />ServIce pipe shall he. aminimum 4" in diameter. GFA <br />X6127118 <br />147 NIA <br />Service con nection s. sh all be by *a branches. <br />148 <br />Polyvinyl Chloride Pipe (PVC) for gravity sewer shall have a mml mum wall size of SDR35,. GFA <br />x. <br />6l27118 <br />149. <br />PVC. pipe and fittings shall be rubbergas ket jolnt, 9DR25: GFA <br />x <br />6127118 <br />15p <br />151Mh6fidWR66fUliimentss'• <br />s y, fir(-• , Y : _ _ <br />` <,. m l t :i; n; r ;3• ' s cr ': <br />^ounds <br />152 NIA <br />Manhole frames and covers shall have a total we[ ftt greater^than 400 and l to Neend <br />9 g equal to Neenah.Fvundry or <br />153 NIA <br />Manholes shall be watertight precasl.concrete. Joints.shall tie "O" ring. See detail) <br />154 1 <br />Manhole Drops.shall.be made of DIP pf a and fittings <br />15 Constructle e tir.-;' ... ,>:.-- <br />5 nt,R wrements;�Tt�:--. � � s .., ,,,•.�� ..:W.�. -$ �§ �rF;7-:�"-'�: , sr.`3: � r.r ;x..�f � Lei :ii � i.:•-s.•:' M'?`�S� ?c'f: <br />155 <br />Ail sanitary sewers shall be tested for leakage by air test. or hydrostatic test as required In.Saction H'1 and H2 of <br />2621, <br />157 <br />Plans shall indicate temporary and permanent'erosion control features; <br />i58. <br />159 DotaEts.and: n <br />otes r'� <br />.tc,ha added'to la sn' S :,• '� �3.- :;•�= �:3.- �;z;€� ;a �rt;•� s ; ,>:,::�>�:� ::::;:•:: .,,: n spa � � r w � r; :�ti: �• <br />160 <br />Clty slandard details shall be used when appl[cablea GFA <br />x <br />6127118 <br />161 <br />Utility and mechanlcai contractors shall: coordinate installation of sewer services all the wayJnto the building to GFA <br />X <br />8GFA <br />accommcdate:Clty inspection and. tasI]ng. 127116 <br />162 5 ORM <br />163 <br />X <br />Plans and design must'meet or exceed the requ[rements of tha govern]ng watershed district. (VLAM0 or. <br />RWMWD),. Proof of Approval from governing watershed. district shall be submitted prior to approval from Cty <br />Engineer. <br />164 <br />Land development or subdivisions greater than :.1- acre must address the following checklist items: <br />165 X <br />documentation of on -site dralnage areas for existing and proposed conditions, EKE. <br />6l29I1 S . <br />166 <br />X <br />Calculations ihdfpating no. natincrease In peak runoff occurs.forthe 2 year, 10 year, and 100 year, 24 hour design <br />frequency storms.. <br />167 NA <br />Calculations.indicating no nat increase In. peak runoff occurs for the 1 year; aye ar, Ioyear, and 100 year design <br />frequency storms,. <br />168 <br />X <br />HydroCAD. should have the approprfate:Atlis 14 distribution (nested or MS 3) with the Atlas 14 rainfall depths, not <br />a SCS Type ll disfribution. <br />169 <br />X <br />A narrative describing the adequacy of the downstream dra[nage:routes and the expected Impact or the proposed <br />project: <br />170 <br />X <br />Proof of Approval from tha County for dfschatgin9.tb the County storm sewer system s11all be sobmilted prior to. <br />approval from City Engineer. <br />171 <br />X <br />Proof of Approval from MNDat for discharging to the MNDot ROW shall ha submltted.priorto approval from City <br />Engineer, <br />172 NA <br />20' mfn[mum ❑A U-ease ment . Forlover storm pipe; deep pipe. should be i.e. I : 1 trench mWmum. Easements <br />may be largeas determined by City Council or City.Engiheer <br />173 <br />X <br />1.V freeboard an. erne rgency.ove41ow to lowest opening.. Nu narrative on this in the :stormwater report. Include <br />properties to the south. Ind ude more.s pot elevations to show that drainage. won't go over tit service read. <br />174 <br />X <br />Ensure:approlpfcate freeboard from adjacent roadwa s; <br />175 X <br />Basement. floor elevation shall be shawnior all pads. EKE <br />6129118 <br />176 <br />X I <br />Show the EOF for each pond on the plan sheets, Ind ude:arosion prole Won and enemy dissiaation. <br />