Laserfiche WebLink
<br /> ...~ - . <br /> , <br /> ~ <br /> ,- - <br /> . , i . <br /> ',.,:,,~~ . <br /> ...' . ,~, I,::~ <br /> , t, , ' . ; ,~ _; <br /> "',1\) ew <br /> " , . ,~ci ;l'\h :;'~': . <br /> (')"11' !,I <br /> , ~ 'I':IJ L9righton <br /> C'I) <br /> ('01 <br /> (l) <br /> 0 May 12, . 1976 <br /> ("\J <br /> .... <br /> ',' .- <br /> 10 <br /> ill <br /> c:( Mr. Al Prench <br /> ~. The Cerny Associates Inc. <br /> l' 0 <br /> (/) Soo Line Building <br /> Lt.J <br /> z Minneapolis, MN 55402 <br /> z <br /> - <br /> ~ <br /> z Dear Sir: <br /> 0 <br /> t- I have reviewed the proposed Utility Plan for the United <br /> :J: <br /> C) Theological Seminary in New Bri9hton and I have the fallowing <br /> - <br /> rr. <br /> :' " m comments: <br /> ,2 <br /> .-' <br /> 1.1J <br /> Z l. Storm Sewer <br /> ,"i . <br /> ':'l~ The proposed storm sewer 1S satistactory from,my point <br /> z of view providing that it connects to the existinc; 24 .. storm <br /> UJ <br /> :J' sewer in Driftwood Drive. From my records ita ppc'ar f' thut <br /> z the 24 ", stonTI s ewer beg ins somewhat north of the point where <br /> ill <br /> '> YOlI 8hmV' it.., A smelll sect:ion of IB" storm sewer in Driftwood <br /> '<1: <br /> .r: ;Dr~ve may have to be replaced with 24" pipe to accomplish this. <br /> +--' <br /> ill <br /> , <br /> M Manholes or catch basins shall be constructed at all <br /> c,,) <br /> 00 changc-a in grade or alignmcn t. <br /> Z <br /> 0 suggest a minimum size storm sewer to be 12" in diameter. <br /> t-- I <br /> ,:e <br /> {9 <br /> - I have not been furnished with contours <br /> LX: ~ so I do not know <br /> en . if this line feasible far sufficient the <br /> ? 1S so as cover over <br /> ~ to provide this when construction <br /> ill pipe. I 10Bve this up to you <br /> Z <br /> IL plans are prepared. <br /> 0 <br /> >- 2. W~ter Main <br /> t- <br /> U <br /> You show four water main taps onto the existing 20" <br /> watermain. You do not show the size of two of the~"e taps. <br /> I presume these sizes will he determined when con~truction <br /> plans are prepared. Th(~ City will inspect al1 taps made. <br /> For watermain connections greater than 2" tees shall be cut <br /> , <br /> " 'into the existing main. <br /> lV'a te nna ins and services shall have a minimum cover of <br /> 7 feet. <br /> . <br /> ~"'_~_'C'__ _ ____"'__... _'_', -,',- .,.,. -, <br /> -.~,.--~.~''''-~-:C-:> -~._.-. .~ -_.-- ~ \ <br /> " , ; " <br /> , <br />