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9 <br />1 <br />4 <br />. <br />8 <br />915.3 <br />OOORLS 66179 <br />1 <br />4 <br />. <br />2 <br />B <br />O <br />X <br />1 <br />1 <br />- <br />2 <br />6+00 7+00 8+00 9+00 <br />CBMH-114 <br />CBMH-107 <br />CBMH-108 <br />FES-109 <br />SMH-401 <br />PROPOSED LIFT STATION <br />6+00 7+00 8+00 9+00 <br />72 LF 10" PVC @ 0.42%880 <br />890 <br />900 <br />910 <br />920 <br />870 <br />875 <br />880 <br />885 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />917.83916.75+50 917.49915.66+00 917.14914.8916.79914.67+00 916.45913.3916.10912.58+00 915.76914.3915.19+00SMH-401RIM 915.84INV 891.50 (S)INV 879.95 (E)INV 880.05 (N)292 LF 8" PVC SDR 26 @ 0.42% <br />39 LF 10" PVC SDR 26 @ 0.41%DROP INV 880.10 (S)CBMH-107CBMH-106PLOTTED:COMM. NO. <br />DRAWING NO. <br />----17004 <br />ONEKA PRAIRIE <br />1 3 6 0 5 1 s t A v e n u e N . #1 0 0 <br />P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m <br />P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 <br />A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C <br />DRAWING TITLE <br />CHECKED BY:DRAWN:DESIGNED: <br />ATJRAT <br />04/11/2023 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO.DATE <br />SOUTHWIND HOLDINGS, LLC <br />CONSTRUCTION DOCUMENTS <br />51317 <br />ADAM THIELE, PEPRINT NAME: <br />SIGNATURE: <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />DATE:LICENSE NO.04/11/2023 <br />1 5/15/23 REVISED PER CITY COMMENTS <br />2 5/31/23 REVISED PER CITY COMMENTSN <br />WATERMAIN & SANITARY <br />SEWER - ONEKA PARKWAY - <br />STA 5+00 TO 9+00 <br />INSULATE <br />WM/STORM <br />CROSSING <br />HYDRANT <br />12x6 DIP TEE <br />6" GV & BOX <br />STUB WM FOR FUTURE CONNECTION <br />12" DIP PLUGSEE SHEET 23STUB SANITARY SEWER FOR FUTURE CONNECTION <br />10" PVC CAP <br />0 20'40' <br />INSTALL OUTSIDE DROP STRUCTURE <br />PER CITY STANDARD DETAIL SS-2 <br />INV 880.21 <br />1 <br />REFERENCE NOTES: <br />1 LIFT STATION DESIGN AND CONSTRUCTION TO BE BY OTHERS <br />UNDER SEPARATE CITY CONTRACT. STUB 10" PVC PIPE TO <br />LOCATION OF PROPOSED LIFT STATION AND CAP. INSTALL 4x4 <br />WOOD POST AT STUB LOCATION. <br />2 FORCEMAIN TO BE INSTALLED AT SAME TIME AS ONEKA <br />PARKWAY UTILITIES. CONTRACTOR SHALL STUB FORCEMAIN <br />TO LOCATION SHOWN AND CAP. INSTALL 4x4 WOOD POST AT <br />STUB LOCATION. <br />24 <br />12" DIP CL50 WM <br />MAINTAIN 7.5' MIN. COVER DEPTH <br />LEGEND <br />DENOTES SANITARY <br />SERVICE INVERT AT <br />D&U EASEMENT 10' <br />OUTSIDE R.O.W. <br />DENOTES SANITARY <br />SERVICE WYE <br />DISTANCE FROM <br />DOWNSTREAM <br />MANHOLE. <br />DENOTES FINISHED <br />GRADE ELEVATION OF <br />SANITARY SERVICE AT <br />D&U EASEMENT. <br />WYE = X+XX <br />XXX.X <br />XXX.X <br />45° BENDS (2) <br />2 <br />6" PVC C900 FORCEMAIN <br />6" PVC C900 FORCEMAIN <br />12" DIP CL50 WM <br />NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"