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TENT
<br />COMPLIANCE
<br />N0,
<br />CQMPLETE INCOMPLETE
<br />Re uremmits 1 Comments DATE.'
<br />i
<br />DATE
<br />41
<br />INITIALS
<br />List 09rking spaces Provided and number required by City Cade:
<br />42
<br />No parking signs and no sloppl ng signs shall. be placed along Hoffman Rd, along. property,
<br />43
<br />Developer to provlde'document ation avid circulation plan shcwfng Iratficcontrol management.ta. prevent any and all.
<br />vehicle backup from driVa.,ihrough out on to public right of way and onto Hoffman Rd,
<br />44
<br />Concrete curb and gutter shall be install along Hoffman Rd. for length of property to provide proper.dralnage:a€ong
<br />proposed landscape berm,
<br />45
<br />Hoffman Rd is not MnBOT RlVV
<br />46
<br />Developer to provide proper 'proof anti documentation showing parcel currenlly In Vadnais Heights Is. now part of
<br />Gem Lake
<br />47
<br />Plan should iderlfify total land area tieing requested from the City.
<br />48
<br />If Pon ding easements :6re ba proposed, agreement language must be reviewed and approved prior to finalization of
<br />documents; Language shall be lnduded slatirlg that th0 City is:not responsible for. m aint ortan ce on ponds,
<br />However, in the avant that;iha. Property fails to maintain, the City will repair and assess the prop Only. for all costs
<br />involved,
<br />49
<br />Land being shown for eat amentalong CR, E should be permanent rlwturn back to Ramsey County, nat an
<br />Easement, Width of land.to be.delerinfned by County.
<br />5p
<br />,Sectton•Re ulremen
<br />�h e -
<br />52
<br />NiA
<br />street widths shall have the following minimum dimensions
<br />53
<br />NIA
<br />Classifications Curb and.Gutter Right -of -
<br />I
<br />54
<br />IF way
<br />Ar{Prial.anri AAolnr .. --
<br />57
<br />40
<br />61 Typical sections with dimensions and pavement thicknesses shall be shown for all roadway work .(proposed or
<br />modifications)
<br />62 R!W and sldewalk or trail widths along County Rd E must be coordinated With and approved by Ramsey County
<br />63 NIA Anedal'and.Major roadways shalf havea:mirifnlurn 10 inches Class 5 Aggregate Base, 2 inches Bituminous Bas8,
<br />and 2 inches Bitumfnoua Wear. Greater thEckness:of Aggregate Base and 9ituminbus:may be required by City
<br />Couhral or Engineer, 6624 6urb.shall be required for residential anal coin mercfal.areas; Pavement. design
<br />caiculations shall be .submitted by -Civil Engiriaer;
<br />64'. NIA Collector roadways shall have a minimurn 10 inch a6,Class 5 Aggregale Sase,:2 inches 9Ituminous Base..and '1-1i2
<br />inches:Bfturnfnou9 Wear. Greater.thickness olAggregate.Sase and Shumfrio Us may be required by City Councilor
<br />Engineer. 9818 Curb. shall be required 1n commercial areas and In residential areas. Pavement design calculations
<br />shall be submitted by Civil Engineer,
<br />65 NIA Minor roadways shall have -a minimum 8- inches. Class 5 Aggregate aase,.2 Inches. Bituminous Base, and 1-112
<br />inches Bituminous Wear, Greater thickness of Aggregate. Base and Bituminous mayhe. required by My CouhciI of
<br />Enginaer..B612 curb shall be reqaired The commercial areas:anC for residential areas. pavement Cosign
<br />Caiculations shall .be 8uhmited by Civil En ideor.
<br />6.6 NIAAccess roadways shall have a minimum 6 inch as Class '5 Aggregate Base,and 2-1I2 inches Bituminous Wear,
<br />Greater thickness of Awe gate .Base and Bituminous maybe required by Clty Councilor E.nginser,: B512 curb
<br />a hall• be. requ[red for residential,
<br />67 Construction.. Red uireme 6tslNote
<br />...G^*«<n.r..:::l�:+s3x�::c As .-.r �• .��s'� n':raxi��:'c"s--'%,jp:"y�`ci
<br />68 Boulevard slopes shall not exceed:4;1:
<br />69 All existing bituminous and more: le surface edges shall be saw cut prior to restoration of ulsturbed areas.
<br />70 eituminaus tack -boat shag be applied to all concrete and bltunl[hous surfaces.1mmedlately prior to bituminous
<br />surfacing.
<br />75. The provisions. of tha "Standard LAITties Specifications" prepared bytha City Engfneers Assod ation of Minnesota,
<br />Section 2611, shall govern except as modified below.
<br />76 Provide peak hour and average day. water demand and wastewalernow estimates
<br />77 Approval confinganI on Cfly of WBL, Vadnals at WST review and approval by the City supplying trio utility or
<br />connection to.
<br />78 [7esl n.Re 0 0 1 r ,.--,.. e-u,;,.._.,:,..:-.• ,--,. ._... ,..-.. ...,.-...-..- s•r•: _ -
<br />�.,..x<-.,.,...-...-...c...---r._.�..:....-a.....-�.c.-..:,::max... a.-•--•`,..�:..:,,. �-...-..>,;-,mac- :....-,r.:-:rig, :: �'`�._.. _
<br />79 NIA Dead end watermains ahall not be greater ihah 500 feet in length, and shall be. equlpped with a hydrant for I]ushIng _
<br />80. NIA Size of Water main shall not be less than a Inches in diameter..The minimum:depth.of bury shall be.7.5 feet,
<br />81. Gale. valves. shag be AVWIIA C-500 double disk type. with non -rising stems, or resilient wedge seat with non -rising
<br />stern. (See delall)
<br />82 The local Ian.of Water me] ns shall be.a minimum 10' from other parallel ulllity al10nrilenls,.Water mains that crass GFA
<br />x sewer fines shalt maintain.a min of.18 inches of clear separations. Water aervlces shall be located attha ienterof 6i27118
<br />83 NIA Loop water system (supply from two. points) to provide increased re I [ability of service and reduce head loss.
<br />64' Additional valves required for.systerrl.iselalloq, (Longest interval.shall not exceed'400.11eet.)
<br />85 1nstall 'endugh hydrants:fo.prmAdo Fre prof action for the entire building (each hydrant. covers a 150' radiusJ.
<br />86 Provide valving.suah that the building service can be isolate
<br />tl without shut dawn of the supply to hydrarils,
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