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ITEM
<br />NO.
<br />COMPLIANCE
<br />Requirements [.Comments
<br />DATE &
<br />DATF-
<br />COMPLET2
<br />INCOMPLETE
<br />INITfALS.
<br />276.
<br />All existing public. and private easements
<br />277
<br />j
<br />Location of all existing structures on.the subject property. and to a distance -of one hundred.(100) feartbeyond.lhs.
<br />GF.A.
<br />x
<br />tract
<br />6l27118
<br />278
<br />Location and aixe of all existing tilllltlas including sewer mains, water mains, culverts, catch basins, manholes, gre
<br />GFA'
<br />x
<br />I hydrants, telephone lines, electrical lines,.or other Will as within the tract and to a distance of one hundred (1109)
<br />&27118
<br />279
<br />Boundary lines of adjoWng unsubdivided or:subdidided land, within one hundred (100) feet, identified byname and
<br />GFA
<br />}(
<br />ownership; includErig all contiguous land own ad or. controlled by the subdivider.
<br />6127118
<br />280
<br />restrictive areas clearly noted: high waterlable, flood. plain, fiaodway, wetlands, watercourses, rock outcrops. etc
<br />GFA
<br />x
<br />6727118
<br />281
<br />Topography data showing contours at required Intervals wth bench marks..
<br />GFA
<br />x
<br />6127118
<br />282
<br />A Welland Delineation Report prepared. by a Certified Welland. Delineator must be submitted for all projects, If there
<br />Are impacts to wellands proposed; a Minnesota Locali5talelFederal Application for Water/Wetland Projects will
<br />need. to be submitted to tha City, which is ronvarded.to the appropriate agencias (MN DNR; US Army Corps of
<br />Engineers, Coumy Soil & Water Conservation Districts) for comments and app roval,. if. not wetland Impacts are
<br />GFA
<br />proposed, a Certificate of No Less Exemption must be submitted,.
<br />6127118
<br />283.
<br />Single trees w4h a diameter of eight (8) inchesot more as measured three(3) feet above the base of the.trunk.
<br />GFA
<br />X
<br />6127118
<br />2 Sd
<br />P o osed I-�=s:•:- s:a=.� -_ r�': _ ate:--
<br />.k .des n:featvYes.to:beshown on self I airy, eta �r==:�' '�� �k =�":.r •3 :i� y
<br />F con v mentP.lari:criP.;iat.. �:cJ: L.��sa,_ c�..�'`'�..u.��Jt` �i�- ,s,;. ,.
<br />�:��'•='
<br />"�.
<br />285
<br />ALayout
<br />of proppsed. Mreets shbwing the rig ht=bf way widths; centerline gradlents, typical sections, and proposed
<br />GFA~^
<br />x
<br />names of streets In conformance with city andforvounty.street identlfcallon pollcles.
<br />6/27118
<br />286
<br />?
<br />Locations and widths of. proposed alleys and pedeslrian ways,
<br />GFA
<br />x
<br />W27118
<br />287
<br />i
<br />Locations and size of proposed sewer lines, water mains; and their connection with exisllrig systems.
<br />GFA
<br />x
<br />6/27118
<br />288
<br />s
<br />Public rights -of -way. or land to be Vacated, i.e.: streets, alleys, etc.
<br />GFA
<br />x
<br />6127/18
<br />269
<br />Lot and block numbers for lots .beIng created; including a. list at the lots with square footaga.and iot arid. block
<br />GFA
<br />x
<br />shown; including typical lot size. and frontage.
<br />&27/16
<br />29.0
<br />Street alignment and continuity..
<br />GFA
<br />x
<br />6/27118
<br />291
<br />Square footage and dimensions. of lot(s) being created.
<br />GFA
<br />x
<br />6i2711a
<br />292
<br />Location, dimenslons and purpose of all easements,
<br />GFA
<br />x
<br />6/27/113
<br />293
<br />Minimum building setback lines.
<br />GFA
<br />x
<br />6l27118
<br />294
<br />Lots on a curve shall have the lot width Indicated at.thrl;building setback Gne,
<br />GFA.
<br />x
<br />6/27118
<br />295
<br />Areas, other then streets, alleys, pedestriark Ways. -and uiility asseirients; intended to be dedicated or reserved for
<br />GFA
<br />x
<br />publicuse, including the'sire of such area cr areas in acres.
<br />6127115
<br />296
<br />Gad ii P.IanIP.. _ ' islii '`. o . 2-µ .�: .�;;. �. •
<br />r 1 rov n f r.!Surfaia:Watar�Dls Deal::�.,t;:� _. ���>�iet;-.,,._r����:�>r..,s Z:, _, - ,..a : >� - .t:�:: - >t'°�r�s•?�„ts i
<br />sr-•µe-.:s•;::::::s�->
<br />, sm_
<br />� ,::i:;<•.>:
<br />-
<br />297
<br />Grading plan showing existing and proposed 2-foot contours, proposed storm sewer, house pad. locations,.
<br />GFA
<br />X
<br />proposed house styles, lowest floor elevations, lowest structural opening elevations; water bodies, normal waler
<br />6127118
<br />298
<br />Water:4luantity. modeling requirements: post development.peak.iiows miiust 8e equal to or less than
<br />prederielapriien! flours for the 1 w;10-,:arid f 0 }year storm events.
<br />299
<br />Water 0uallly modeling requiramanls, 90% sediment removal, 604/4 phosphows removal.
<br />300
<br />Water Supply: Water mains shall be provided to serve the subdivision. by extenslon. of an existing community
<br />GFA
<br />x
<br />system wherever feasible. $eMce.wrinectlons shall be stubbed Into. the property 11he. and all necessary fire
<br />6l27118
<br />30.1
<br />Sewage Disposal.,.Santa ry sewer mains and service cdnnectfons.shall be designed: in accordance with:tfle
<br />GFA
<br />x.
<br />standards of the. City.
<br />6127118
<br />302
<br />Px.ovislons of handling site erosion during construction.
<br />303
<br />Where the subdividenowns 0rope rty.adjacenl.to that which.is.being.proposed for the subdiv]slon, it. shall be
<br />required that the subdivider submit a sketch plan of the remainder of.the property so. as to show the. possib]a. .
<br />relationships between the proposed subdivision and the future subdhAslon. In any event, all subdivisions shall be
<br />requlred to relate well with ex..isting.or potenlfal adjacent subdlvfsl0ns..Projected drainage. calculations may be
<br />GFA
<br />x
<br />re ulred .for future phases of the devil ❑ m8m
<br />6127118
<br />B04
<br />NIA
<br />A plan for olential.re-subdlvislon'when large lots are utilized (in excess of one.(1) acre, two hundred (200) feet of
<br />305
<br />NIA
<br />Hydrology report
<br />306
<br />WA
<br />EAW report (if mandatary. threshold criteria. met) .
<br />307
<br />A' enc�iRevlaw
<br />e- r i . '`-fir;.
<br />s.. >.�r�..
<br />rr • �.. �;}e?-: r - x�:: ..�• :.�;..ter' .�;
<br />;t::.� �-. t�' , i==.� .;�;� .'i:., i •^'�" . sr:i;
<br />, ..,�1"'. ..� :� ..x`�'--' x � : is , �i>•.� F.r..�=:-,r;t � '
<br />308
<br />MnIDt]T
<br />309
<br />County
<br />3.iQ
<br />DNR
<br />311
<br />MOH
<br />312
<br />MPCA
<br />.313.
<br />MCES
<br />314
<br />COE
<br />315
<br />Watershad District
<br />316
<br />Adjacent City. or Townshlp
<br />317
<br />3.18
<br />FigAL•;A&11ELOPMENTPLAHf3 :,= : r' =•: :: u-s« x'
<br />;-=BU RIVfSIt7N+P.L:AT3`AN6:REGISTERE6:LAHD`SURVEY_CHECF[LiS7��=-�.,p
<br />-;qt-
<br />319
<br />lClosure, angles, bearings.
<br />320.Curve
<br />data and Interrnediale,tangehl dflnehslorts,
<br />
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