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|9+00PRC: 9+31.98 <br />CBMH-404 <br />CBMH-405 <br />EX SMH <br />SMH-451 <br />SMH-410 <br />SMH-424 <br />SMH-409 <br />SMH-408 <br />SMH-407 <br />917.9 <br />WYE = 1+24 <br />927.9 <br />919.4 <br />WYE = 0+61 <br />929.4 <br />915.5 <br />WYE = 0+24 <br />925.5 <br />WYE = <br />0 <br />+ <br />0 <br />6 <br />924.2 <br />913.3 <br />WYE = <br />0 <br />+ <br />3 <br />4 <br />923.3 <br />915.8 <br />WYE = <br />0 <br />+ <br />3 <br />5 <br />925.8 <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />900 <br />910 <br />920 <br />930 <br />940 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />929.50+50 929.01930.71+00 928.03928.9927.06927.22+00 926.08926.2925.72926.13+00 926.14925.7925.74923.64+00 924.92921.6924.10917.35+00 923.28915.45+50 <br />132 LF 8" PVC SDR 35 @ 0.40% <br />62 LF 8" PVC SDR 26 @ 0.40%SMH-408RIM 923.96INV 897.46 (S)INV 897.36 (NW)64 LF 8" PVC SDR 26 @ 0.40%SMH-409RIM 925.01INV 897.82 (S)INV 897.72 (N)173 LF 8" PVC SDR 26 @ 0.41%SMH-410RIM 925.78INV 898.62 (E)INV 898.52 (N)SMH-451RIM 926.69INV 917.23 (S)EX SMHRIM 929.23INV 916.70 (N)24" RCP <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 COMMENTSN <br />WATERMAIN & SANITARY <br />SEWER - FAIROAKS <br />AVENUE - STA 0 TO 5+00 <br />8" DIP CL52 WM <br />CONNECT TO EX. WM <br />8" GV & BOX <br />11.25° DIP BEND <br />11.25° DIP BEND <br />11.25° DIP BEND <br />INSULATE <br />WM/STORM <br />CROSSING <br />CONNECT TO EXISTING SANITARY STUB <br />INV 916.75 <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />8x8 DIP CROSS <br />8" VALVE & BOX <br />8" VALVE & BOX <br />8" VALVE & BOX SEE SHEET 320 20'40' <br />31 <br />LOWER WATERMAIN TO MAINTAIN <br />18" MIN. VERTICAL SEPARATION <br />SW <br />SW <br />SW <br />S W <br />S W <br />SEE SHEET 26 FOR INFORMATION ON <br />STREET A WATERMAIN AND SANITARY SEWER <br />MAINTAIN 7.5' MIN. COVER DEPTH <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 CL52 WM <br />NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER913.0RISER914.0RISER912.0