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2+003+005+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 10+00PC: 6+96.31PRC: 7+65.36PRC: 9+31.98CBMH-404 <br />CBMH-405 <br />CBMH-402 <br />CBMH-403 <br />CBMH-406 <br />SMH-451 <br />SMH-410SMH-424 SMH-411 <br />SMH-423 <br />917.9WYE = 12+13927.9917.7 <br />WYE = 1+34 <br />927.7 917.4 <br />WYE = 1+98 <br />927.4 916.7 <br />WYE = 2+70 <br />926.7 916.3 <br />WYE = 3+29 <br />926.3 <br />915.6 <br />WYE = 0+22 <br />925.6 <br />916.5 <br />WYE = 1+25 <br />926.5 <br />917.5 <br />WYE = 1+43 <br />927.5 917.1 <br />WYE = 2+10 <br />927.1 916.0 <br />WYE = 2+78 <br />926.0 915.7 <br />WYE = 0+02 <br />925.7 <br />915.6 <br />WYE = 0+35 <br />925.6 <br />916.1 <br />WYE = 1+31 <br />926.1 <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 />926.48926.55+00 926.03926.0925.58925.66+00 925.12925.1924.75924.77+00 924.79924.8925.04925.08+00 925.29925.3925.49925.59+00 924.83924.8924.11924.110+00 <br />344 LF 8" PVC SDR 26 @ 0.46%SMH-423RIM 924.74INV 912.50 (E)INV 912.40 (W)138 LF 8" PVC SDR 35 @ 0.43%SMH-424RIM 925.24INV 913.10 (W)SMH-410RIM 925.78INV 898.62 (E)INV 898.52 (N)94 LF 8" PVC SDR 26 @ 0.40%SMH-411RIM 924.25INV 899.10 (E)INV 899.00 (W)CBMH-403CBMH-404CBMH-405PLOTTED: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 A - STA <br />5+00 TO 10+00 <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />INSULATE <br />WM/STORM <br />CROSSING <br />11.25° BEND <br />11.25° BEND <br />11.25° BEND <br />8" DIP CL 52 WM <br />8x8 DIP CROSS <br />8" VALVE & BOX <br />8" VALVE & BOX <br />8" VALVE & BOX <br />11.25° BEND <br />SW <br />S W <br />S W <br />S W <br />S W <br />S W <br />S W <br />S W <br />S W <br />S W S W <br />S W <br />SEE SHEET 25SEE SHEET 27SEE SHEET 31 FOR INFORMATION ON <br />FAIROAKS AVENUE WATER AND SANITARY SEWER <br />26 <br />0 20'40' <br />MAINTAIN 7.5' MIN. COVER DEPTH <br />LEGEND <br />DENOTES <br />SANITARY <br />SERVICE INVERT <br />AT D&U <br />EASEMENT 10' <br />OUTSIDE R.O.W. <br />DENOTES <br />SANITARY <br />SERVICE WYE <br />DISTANCE FROM <br />DOWNSTREAM <br />MANHOLE. <br />DENOTES <br />FINISHED GRADE <br />ELEVATION OF <br />SANITARY <br />SERVICE AT D&U <br />EASEMENT. <br />WYE = X+XX <br />XXX.X <br />XXX.X <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36" <br />8" DIP CL 52 WM