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|IRON PIPE0+000+00BP: 0+00.00 <br />CBMH-103 <br />CBMH-113 <br />CBMH-114 <br />CBMH-105 <br />CBMH-104 <br />SMH-421 <br />SMH-4021+00 <br />2+00 3+00 4+00 5+00 <br />890 <br />900 <br />910 <br />920 <br />930 <br />885 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />920.80+50 919.89917.61+00 919.18917.4918.46916.92+00 917.85916.4917.76915.43+00 918.00914.2918.25913.74+00 918.37915.3918.18917.25+00 917.83916.75+50SMH-421RIM 918.06INV 909.19 (N)INV 909.29 (E)SMH-402RIM 918.02INV 892.90 (E)INV 906.50 (S)INV 892.80 (N)INV 892.90 (W)274 LF 8" PVC SDR 35 @ 0.91%DROP INV 892.90 (S)CBMH-105PLOTTED: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 COMMENTSNCONNECT TO EXISTING WM STUB <br />12" VALVE & BOX <br />11.25° DIP BEND <br />11.25° DIP BEND 12x8 DIP TEE <br />12" VALVE & BOX <br />8" VALVE & BOX <br />12x8 DIP CROSS <br />8" VALVE & BOX <br />12" VALVE & BOX <br />8" VALVE & BOX <br />WATERMAIN & SANITARY <br />SEWER - ONEKA PARKWAY - <br />STA 0+00 TO 5+00 <br />12" DIP CL 50 WM <br />MAINTAIN 7.5' MIN. COVER DEPTH SEE SHEET 24STUB 8" DIP CL52 WM <br />FOR FUTURE CONNECTION <br />8" DIP PLUG <br />STUB SANITARY SEWER <br />FOR FUTURE CONNECTION <br />8" PVC CAP <br />SEE SHEET 29 SEE SHEET24SEE SHEET 25 <br />0 20'40' <br />INSTALL OUTSIDE DROP STRUCTURE <br />PER CITY STANDARD DETAIL SS-2 <br />LAST 20FT OF PIPE UP TO MANHOLE SHALL BE DIP <br />238" DIP CL 52 WM8" DIP CL 52 WMLEGEND <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 />11.25° DIP BEND <br />11.25° DIP BEND <br />LOWER WATERMAIN TO MAINTAIN <br />18" MINIMUM VERTICAL SEPARATION <br />CONNECT FORCEMAIN TO EXISTING MANHOLE USING <br />FLEXIBLE WATERTIGHT MANHOLE CONNECTOR INSIDE <br />EXISTING PENETRATION FROM REMOVED SANITARY STUB <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"