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ITEM COMPLIANCE
<br />N0, COMPLETE
<br />87
<br />88
<br />x
<br />89
<br />Requirements I Comments DATE. &
<br />INITIALS: DATE
<br />Provide gate valve on service line at oonnection to. exlsting.City main
<br />Provide a minimum of 8 feat and a maximum of 10 feet of cover on all waterlines, valves, services etc. GFA
<br />6127118
<br />Approve.[ of plans and specification s:forthis development are to be -approved by the Minnesota Department of
<br />tNCt1lAPLETE
<br />NIA
<br />90
<br />X.
<br />91
<br />:92
<br />x
<br />All components of the water system, up to 1het Water meter or fire service equipment. (I. a. m6inlina pipes, services
<br />larger than 2% valves,.fittings, caps, etc.)shall utilize protective.internal coatings meeting.tiurrent AN5l1ANIWA
<br />Standards. for cement mortarilning or special coatings. The use of unllned:or uncoated {cas.Wron,.gray-iron, steel, GFA
<br />galvanized, etc,} pipe shall not be allowed: 6127/18
<br />Combinatlon Fire and. ❑omestic services must. lerrninate with a:thread.on flange or an:MJ to fie nga adapter,
<br />Utility and mechanical contractors shall coordinate instatlallon of water service pipes,. f lungs, and valves all the way GFA
<br />Into tha'building (I.e,.up to meters andlof fire seivice'equlpment) to acoummodala City Inspection and testing. 6127118
<br />93.
<br />All water service s.11nas.shall be installed on'private property. If placing cn public right of way, developer shall
<br />extend the 12" main down 1he proper alignment In Hoffman Rd. with then proper service tees and connections,
<br />Llne'shall .terminate with hydrant and valve at south end of property,
<br />94
<br />Developers hall be aware and aknowl edge that water shut down will be required in order to extend:tha syslem.in
<br />the future.
<br />95
<br />96
<br />97PI a:Ra quIrments�
<br />�:F.',•;�.,�,:>�:.�'r:.gc:':._ %.'`N�-'fs):F =z.�. Y%:a:�'-'.�.s,•.:,.:�...E_-s�,T-r�^4'�� .,,•:-.�5=,s�'t=:e:.f•.:;:>..,, h�_::r.; - s'x-� ,,�_.�>:� _ _
<br />..Yc'..s :s)'. "•S� :)':'i,':'::;j�
<br />~GFA '
<br />98
<br />x
<br />Ductile Iron Pipe {t71p] snsll'be used for water main :conlorming'to ANSl1AWWA C1511A21, 51.85 or the latest
<br />ravision'thereof. 6127118"
<br />99
<br />x
<br />Minimum pipe wall thickness shall be.Class 52. GFA
<br />M7118
<br />1.00
<br />X
<br />Fittings shall be cast iron mechanical slIPiaint on ductile iron mechanical slip joint. conforming ANSIIAVWtIA GFA
<br />f 0153IA21; 53=88'(compact 11111ngs) or latest. reVision th ereof.. 6127118
<br />101
<br />Valve.placement shall be such to provide far adequate flushing and testing
<br />102
<br />dr 103 H ant;Re
<br />ufreman
<br />U. r.'airs.�:,�rir��`=;�=�;�•��--nr��r-':�ti;iFi"> r.'.�s,7. +, `hr�.;.;=:r:,:,.. j. ^✓
<br />Yt.. ..1+.. ..3:vr-1.Fsni�?-+•ram"Y1.�"�...r ..%:���'l?^�~�---',- ':'�4•Y n�k'%-. r..��-�' lf:�Y�'�'F% 't-=y; �:s '-'i'�Ff :i�_'
<br />104
<br />Each hyftnt:shall be Waterous Pacer6700 with Things to match City needs,for'fire:cannection. OR In
<br />accordance with the City that suppl[as the water.
<br />105
<br />Each hydrant lead shall have gate valve for shut=of:Purposes ;
<br />106
<br />Red
<br />107 NIA
<br />(2) 2 ire"I 1) 4 112" Hose Connections
<br />108 NIA
<br />22" traffic flange
<br />109 NIA.
<br />Locale hydrants. at. all i ntersectiori s, if practical. Hydrants not located at an.Intersectlon shall be totaled at a .
<br />110 NIA
<br />The spacing of hydrants shall encompass all buildings and hornias to be,prAected in a radius no. g real er tha n 200
<br />feet.
<br />111 NIA
<br />112 Sarvice;R f
<br />1
<br />r...�a-�. f�. � �,>. • fx.- �.- f�•i� 5"�:�5•::..
<br />. a�:'>rv:,. C�. ..A.:�.:Y.�i'.-'.3.: ;'�zik::i fi ....rr I%C'.r '- tom^ _v:Sd ' .Y�'•s'3 r4'(=: '(.]%_:.- > :,Y'-,' s-i:�::f•�:_'.=5.: i:'�:' a
<br />l3._. Z..:, .-3.?s:�e.%. f,���?'. Y+y?"%YF :2!aL..._.... °E?... 7T,...y:U�.-{..-.!.�i. ?.C•�..r ..Z��:1:��1.+ ._4•:_
<br />113 NIA
<br />Services shall consist of copper tubing at a m nimum 1" in diameter. The corporation ;stop snall be equal to Mueller
<br />114.
<br />11 COnS CVClIo f
<br />� 1 riRe u rnieRfB
<br />• yv' is:+� l(''".-i �•�.- ..,y -r=i'c f�'.e-Lr i5'�-:'s e•.'-5,. :.� . rs' . 1:•c: .
<br />> i'�'= > ;�= >`�', e•�,'.'�� ., �„. :�-r o...
<br />2i.afi.:t:,��.�,�`....'.: �. -� � .2.r:(.F�,.cc. �t-�•.6._r, .a,2 . t 4::�'.,�._r, +s.r �':&"tN'�^zK's .2.r F:� :'4: t:�a' � r.,-
<br />.L..:A�-�.:��:... _ .»art.. �:��._'r�.',',.':�-,.-.,✓..a.r,.. _..:'k:.$�u.w.r_.,�""..•.>..s? .;:r'�._..:rt•.• -
<br />1 i5
<br />](
<br />All taes,.plugs,.and bends greater titan ar.equat to 22%degrees shall he anchored by the. means of thrust blocking. GFA
<br />Backing shalt.be Installed between anchored fittings and solid ground. Where solid backing.is not avalla.bla, clamps $I27118
<br />117
<br />x:
<br />When crossing sewers; a:vertical distance of 18' shall be proOlded, The water pipe shall be laid such that one full GFA'
<br />lengtn.of p!pa; Is used.and'tha.Jolnts areas far from. the sewer as possible: When crossing storm sewer al[ service 6/27118
<br />118
<br />x
<br />Disinfection shall be according. to current AWWA standards, GFA
<br />61Z71.18
<br />119
<br />Jumper stra s shall be welded on each side of pipe Joinis. Electrica€.conductivity tesling shall he required.
<br />120. NIA
<br />Hydroslatic testing of water mains shall be required,
<br />121
<br />1 QetaIls n
<br />22 a d;nOt@5
<br />n ti t . -� ,�.,�n ti=�•r�':,;�r� . ,��:� ��x��r�r �>:w :
<br />=0:ba added:tD 18f15'�...:.<.-.- 3Y=:3�: - r?>~"._ ,• �::. §3 �='=Y�... aY i b . ns'�' ...+. . � ' .�� ":. W-3f;r• 's-� -
<br />123
<br />City standard details shall be'usad when:applicable
<br />1.24
<br />x
<br />Utility and mechanical dontraclors.shall coordinate installation of water service pipes, fittings,:arid valves a]I the way GFA
<br />into the building (i.e. up'to. meters andlor fire service equipment) to accommodate City inspection and testing. 6127118
<br />125
<br />125 S HtTARYSEWE ,13ES[GIVSTAt117A p::•::::...;,..._.--.._........::.........::::..:...::.::.:..:..::....:::.�-::.::..::::.:.:..,;....:_:,...,
<br />cr•`.
<br />y'S--:FS
<br />127 Gtineral'i3esl
<br />nr&°S eelffeatfons.th
<br />-
<br />�
<br />t �'�,m_ �y,m� ,.���,m�
<br />a e 3 �.�.�.�;l:�r ;-����;u��..�.,. ..«f�,����r....,,,e�ssa.,.
<br />�s • �i,-�-'::.ii,:r::
<br />m'>
<br />128
<br />x .
<br />Th.a.pravislons.of the "Standard Will]as Specifications" prepared liy the Clly Enginee .rs.Associallon, Sectlon.2621 GFA
<br />shalt govern, except as modified below. 6/27118
<br />129
<br />Sewer AvallablIlly Cnarge:(SAQ] be satisfied and submitted to. the%City. Contact the Met Council at P51-602A376
<br />fora SAG determination,. which is required by the Metropolitan Council Environmental Se vices.
<br />130
<br />Provide peak hour and average day water demand and westewater'flow estimates
<br />131
<br />Approval contingent on City of WBL, Vadnals or WBT.reviL. and approval by.iha.City. supplying the utility or
<br />connection to.
<br />132 NIA
<br />A Minnesola Pollution Control Agency(MPCA) Sanitary Sewer Extension'or: Modification Permit is required forthe
<br />133
<br />An inspection manhole is required on all commercial sewer se Nice so
<br />134 WA
<br />Use standard short cone. man holes slops allowed].
<br />135
<br />x
<br />Use schedule 40, SDR 26. or better for PVC sewer services {,FA
<br />6127/18
<br />136..
<br />X
<br />Deslgn sewer.(mainllne pipes, dean -outs, Manholesi anti services) Wit h'adequale depth.of Cdver; or. Ngh-density GFA
<br />polystyrene) lhsulation to prevent freezing. 612:711 a
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