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S-097
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Y. j ! j . _ _ j. .! . j ...., ,...... . ,.--= ... St:.WI+2S CJ~4. s ~'ltlS€R .----- 1 3 ~ 2 EX I 5T I NG UT I lIT I E5 5t()WN ARE 5t-DWN I N AN APPROX I MATE WAY ONLY. 1lE CONTRACTOR SHAll DETERN I NE THE EXACT LOCAT / ON OF At(( At<<) ALL EX I ST I NG · UTILITIES BEFORE CO~NCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR At(( AN> ALL DAMAGES ARISING OUT OF HIS FA/LURE TO EXACTLY LOCATE At<<) PRESERVE At(( AN> ALL EXISTING UTILITIES. I . ~j The Engineer makes ~ warranties on the depth of services shown. t They are appraximate 'ald/ar based on contractor's dota. Their 1ft' accuracy is subject to changes caused by grading ald surface revisions after measurement. Note: I HEREBY CERTIFY THAT THIS PlAN OR SPECIFICATIG4 WAS PREPARED BY t-E OR lH)ER UY DIRECT SUPERVISIG4 AND THAT I AM A DULY REGISTERBD PROfESSIONAl ENGINEER UN:>ER TtE LAWS a= THE STATE a= UIN--ESOTA. Sanitary Sewer Sonitory Sewer Service Watermoin Watermoin Service Storm Sewer 811 PVC Pipe 411 811 DIP I ~K DIP 111 Copper Pipe RCP (variaus sizes) I - All hydrants and hydrant valves ore tied to the wotermain with 3/4" tie rods. 2 - Sewer and water services are in some trench where possible. _ Sewer service typically. 31 downstream from water service. U2!.- ft V..,Jb Reg. No. /S':28/ Dote: ..5--'" -88 ." RE VISIONS .v 2J;Olo.I. S/I&/&~ MS SWITcH LtJT II'J ~/O 12~ I' .$-2S-aa RevlSI!. ~/O 6'- AS BUILT II/q/se DR-N ~ . o o . 0 (I) I (I) ,.... . o z - . .. I- ; C'? en :g - . ::) ~ o <- " ~ N a: ~ w ~ m . . >- W ~ a: ~ :I: ~ I- :I: ~ 8 en C/J (I) o .. 0,,5 <t, -{ ~ ~ ,:) '" 1/'1 ~ ~ ~D 1i3 --- 11: CJ Z, :II! :cc :3-:. ~. ~z! ! w .... ~ !::' :i-< :: -:c i ~ off 1.1.11- ..... w ffi U~ fg ~ ~:5~ a ~ en "-;C ul8 >....~ d;: a: i:UZ S ~ ~....=>> ~ ~ Z zC) i5- CJ) ~ ~2' a: ~ - = U CI :s~. z 31 '.....J "" DRAWN MA-b CHECKED t-w~ DATE 5 / ~ I g~ f..iOE.l~ , "'CALE ... StO 1 'vt:r- "\ ,"- \1::)' .)0. NO, S4-00- -sRn .OOK ~AaE 114 ~ SHEET 3J 0.. 97