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07/08/2020 P&Z Packet
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07/08/2020 P&Z Packet
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7/9/2021 3:50:09 PM
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P&Z Packet
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07/08/2020
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Ms. Katie Larsen <br />7/012020 <br />Page 2 <br />adianent e r This ,• all r n he rerneved with fi its ire de„eleprnent to the <br />north Retaining Wall #4 removed and grading revised tomaintain all grad'n <br />on_site De eln r IooLip ORW the poss'h'I'fii of removing walls 7 Q_ 3 'f <br />adjaGGRt GWRGF will allew slope grad'Rg ORte their property, <br />Retaipipg ,.roll 91 eliminated due to new lift s+at'nn Inna+'n <br />Noted. <br />3 Addi+ienal +epegraphin infnr.v,ati en is needed (minirp, Fn 100' hevnnd <br />reliminer.. plot he, Rdar..,G'udipg at+he extensions of Red Oak Lane, <br />Weritage AyeF;ue'William l a -) <br />a I idor ddfad to eis+inn tope to shoalthis a <br />G irren+ page loveut does fan+ show 100' hevnnd the north limit of the n eot site <br />Grading none O FpvORPOI +n shnw 100' north of n er+ site <br />4. Retaining walls #2 and #3 (now #1 and #2) exceed maximum allowed height. All <br />retaining walls over 4-ft tall require structural design. <br />Noted. These walls will be designed by a structural engineer and plans provided by <br />the contractor. How will the retaining walls be maintained in the future? <br />Developer checking with adjacent owner to see if these walls can be removed and a <br />temporary grading easement can be acquired. If the walls need to be installed, the <br />walls will be maintained by the homeowner. Currently shown without walls assuming <br />easement can be acquired. <br />5. Additional rear and drainage and L itilit„ easement required en Let 14 G <br />I A-ts r en s e n rx dra0Rage from a di a ee p+ I9+ d re a A s 0Ato I A+14.0 <br />GFadinngTFeyised�M See AerA en+ 10 nder the Stormwater Management sector <br />Seen fan+ for 10 hfalAw <br />6 10 feet side yard drainage and ,+'lity easement requi red en Let 101 <br />Revised <br />7. 10 feet side yard drainage and 61+ill+„ ea en+ requi red en I e+s1 GQ and 159 <br />Rs fad <br />INlow Ints 197 & 158side yard drainage and utility easement added <br />8. ° requiremeRt at the feIIGWiRg IGGatiensm rear let line <br />of lets 116, 117,119, 121. <br />Slopes revised <br />I -not numbers have changed, but grading in the areas menflont9d h-As been updated. <br />9. Grade hreak ek_QVa+iops p faded OR I ots 124 139 1 FF <br />Spot elevations added at right of way for ro and s role slnpfa <br />ra+inn I At n rnhers have changed but grading has hoop updated. <br />10. The development is a two-phase development. It is anticipated that grading forthe entire site <br />and for the stormwater ponds will be completed at once and not in two <br />phases. Noted. <br />11. <br />& 8 Of 9IGGk 6) <br />ntfanonge a s detail added to de+ail sheet 17 <br />• Stormwater Management <br />The stormwater on the site flows to three different locations from the site. The majority of the site drains to an <br />existing private ditch/wetland area to the north of the site. A small portion at the south of the site drains <br />through an existing culvert along Birch St (CSAH 34). The western portion of the site drains to the northwest <br />to an existing private ditch. <br />The surface water will flow through three new ponds. Pond 200 located in the middle of the site will pick up <br />surface water from the south portion of the site and direct it towards Pond 100. Pond 100 will pick up surface <br />water from the northwest portion of the site and discharge to the west to an existing private ditch. Pond 400 <br />will receive the remaining surface water and discharge to an existing ditch to the north. <br />Nadeau Acres Engineering Review <br />
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