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- f 1 <br />Bonestroo, Rosen&, Anderllk a Associates. Inc. <br />1 2235 W.'Trunk Highway" — Englneor! i Architects <br />St. Paul. ON 55113 <br />i <br />1111V 2'. 17g7 <br />City ul k)ron.i <br />4),( 'ih <br />Crv.tAl Rav, MM %5321 <br />Attn: Mr. Mike Gaffron <br />Re: Ft le 4n. 13'I-117: <br />Craiq And.•rann <br />Dear Mi<e, <br />•. yV • I... YI <br />fbW 1 A.p•w I! <br />...b-. • rv..4w r r <br />1%'. " f...b.. rl <br />f...... 0 IY.r•v r I <br />...V..1 I-1 ►► <br />..•..I ■,., rI <br />.r. I 1..I♦./ II <br />. r. •.. .... r 1.br I <br />. «,.. a...... I I <br />N..1 • ..y1, r I <br />L.Ir.r f *. p@ 1 I 1 <br />I%~ . 4.0.. I I <br />%..., f r.-., r I <br />. . ► •.1 r- <br />,..M N ftiy <br />We have reviewel the pr ip »ed subdivision at 175 Lei' '+t root for drainage re- <br />quirements. <br />The existing culvert unAer %e.if Street -lair the access print for the easterly <br />parcel is 1R inch. We would rec l^iaem' that a 24 inc': culvert `,e provided at <br />the new drivewav location. <br />The culvert+ under tho 'xiatin; driveways on either side of the access for the <br />wort lot .era IR" Ani 11". We w.lu1.1 reconnend that a 24 inch culvert be pro- <br />vt•ieA At this •Iriv,-wav Also. <br />Th.• property owner should provide 2'.: foot .ride drainage easements over all <br />wnterwAvs in the subdivision. <br />1e dil not clmplete a hvJraulic analysis for the watershed to detterstine cul- <br />vert site. 4#- .imply nhs«•rv,•d th., existing culverts. <br />If you h.tve Anv •lnestimn.4, please Contact this office. <br />vory trnty. <br />R`1MF.STR'10, R­SF499 , A4nc:q .Iv & ASSOCIATES. 14C. <br />A" : 1 i <br />13'.. <br />