Laserfiche WebLink
<br />I!! :::;'-=:~:":' :'~....~ !'-1",~ ~~'~'P~""'. ..."'-1.""',.....~.,.'7 "~...,ti;, ~~~'f';,':'~'!l'!~m'~'j"r~~"""...~J, """I1r~"'"I"',...1':"l.~~'.~ ": '~"1 <br />,_!.' _ - '_" -. - J ....... -"~Jll.~~l>""" -',. .~- ' r r dr..'~ - lIIi.,. ~ -,"~~ ,J'--' '.", - .~.;. ~;........ - . -,'--~_,'J...l~y, .;.-.;.,...-."'J(rl"""'........,<\ . 'r.'~""": ,,""-11 'liJ<i:.....'.J. :.oL..,I.~l.'-.. ",oJ, 'Jo~-;"" ;...;. t..!..U..... JM''':'';',,-'' - _l... '..I ;_~~ <br /> <br /> <br />M <br />M <br />(,0 <br />. <br />N <br />..... <br />...... <br />'.' In <br />. "'. In <br /> <br /><:! . '. <br />I- <br />o <br />en <br />w <br />Z <br />Z <br />~ <br /> <br />May 12; 1976 <br /> <br /> <br />Al French <br />Cerny Associates Inc. <br />Soo Line Building <br />Minneapolis, MN 55402 <br /> <br />, <br />.2 <br />o <br />I- <br />J: <br />C!) <br />0: <br />co <br />~ <br />w <br />Z <br /> <br />'Dear ,Sir: <br /> <br />I have reviewed the proposed utility Plan for the united <br />Theological Seminary in New Brighton and I have the following <br />comments: <br /> <br />1. Storm Sewer <br /> <br />:gi <br />z,. <br />w <br />::J' <br />Z <br />w <br />>. <br /><:! <br />.c <br />.... <br />In <br />M <br />~. <br /> <br />The proposed storm sewer is satisfactQry from my point <br />of view providing that it connects to the existing 2411 storm <br />sewer in Driftwood Drive. From my records it appear~ that <br />the 2411 storm sewer begins somewhat north of the point where <br />you show it. A small section of 1811 storm sewer in Driftwood <br />J)rivemay have to be replaced with 2411 pipe to accomplish this. <br /> <br />Manholes or batch basins shall be constructed at all <br />P'hang~.in grade or alignment. <br /> <br />z <br />o <br />I- <br />:r: <br />CJ <br />0: <br />co <br />~ <br />w <br />Z <br />LL <br />o <br />>- <br />!:: <br />u <br /> <br />I suggest a minimum size storm sewer to be 1211 in diameter. <br /> <br /> <br />I have not been furnished with contours so I do not know <br />if this line is feasible so far as sufficient cover over the <br />pipe. I leave this up to you to provide this when construction <br />plans are prepared. <br /> <br /> <br />2. W~ter Main <br /> <br /> <br />" show four water main taps onto the existing 2011 <br />watermain. You do not show the size of two of these taps. <br />~ presume these sizes will be determined when construction <br />plans are prepared. The City will inspect all taps made. <br />For watermain connections greater than 211, tees shall be cut <br />into the existing main. <br /> <br />'Watermains and services shall have a minimum cover of <br />7 feet. <br />