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0+00 1+00 2+00 3+00 4+00 <br />5+00CBMH-113 <br />CBMH-114 <br />CBMH-112 <br />CB-111 <br />FES-703 <br />FES-704 <br />SMH-403 <br />SMH-402 <br />309 LF 8" PVC SDR 26 @ 0.40%304 LF 8" PVC SDR 26 @ 0.40% <br />912.1 <br />WYE = 1+28 <br />922.1 <br />910.0 <br />WYE = 0+60 <br />920.0 <br />911.6 <br />WYE = 2+24 <br />921.6 <br />909.5 <br />WYE = 2+88 <br />919.5 <br />910.5 <br />WYE = 1+39 <br />920.5 <br />910.5 <br />WYE = 0+68 <br />920.5 <br />912.3 <br />WYE = 1+40 <br />922.3 <br />910.3 <br />WYE = 2+41 <br />920.3 <br />910.0 <br />WYE = 0+84 <br />920.0 <br />911.5 <br />WYE = 1+46 <br />921.5 <br />890 <br />900 <br />910 <br />920 <br />880 <br />885 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />-0+50 917.00+00 918.68917.4920.01918.11+00 921.32917.8921.24914.92+00 919.65913.4917.98912.53+00 917.54911.5919.17913.54+00 920.49916.24+50CBMH-114SMH-402RIM 918.02INV 892.90 (E)INV 906.50 (S)INV 892.80 (N)INV 892.90 (W)CBMH-112CBMH-113309 LF 8" PVC SDR 26 @ 0.40%SMH-403RIM 917.75INV 894.44 (E)INV 894.13 (W)21" <br />48 LF 8" PVC SDR 26 @ 0.40% <br />CAP END OF PIPE <br />INV 893.14 <br />PLOTTED: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 COMMENTS <br />N <br />WATERMAIN & SANITARY <br />SEWER - STREET B - STA <br />0+00 TO 5+00 <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX INSULATE <br />WM/STORM <br />CROSSING <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />8" DIP CL52 WM <br />29 <br />0 20'40'SEE SHEET 30S W S W S W S W <br />S W S W S W S W S W <br />LOWER WATERMAIN TO MAINTAIN <br />18" MIN. VERTICAL SEPARATION <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 />8" DIP C <br />L <br />5 <br />2 <br /> <br />W <br />M <br />6" PVC C900 FORCEMAIN <br />NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER909.0RISER908.0RISER911.0RISER910.0RISER910.0RISER908.0RISER908.0RISER908.0RISER909.0LOWER WATER SERVICE TO <br />PROVIDE 18" MIN. SEPARATION <br />FROM STORM SEWER AND INSULATE