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15+00 16+0016+10PC: 14+62.12P <br />T <br />: <br /> <br />1 <br />5 <br />+ <br />4 <br />9 <br />. <br />7 <br />6 <br />E <br />P <br />: <br /> <br />1 <br />6 <br />+ <br />0 <br />9 <br />. <br />8 <br />0 <br />STMH-602 <br />FES-603 <br />SMH-444 <br />SMH-443 <br />102 L <br />F <br />8 <br />" <br />P <br />V <br />C <br />@ <br />0. <br />4 <br />0 <br />% <br />915.0 <br />WYE = 0+ <br />3 <br />8 <br />925.0 <br />915.3 <br />WYE = <br />0 <br />+ <br />7 <br />7 <br />925.3 <br />9 <br />1 <br />4 <br />. <br />2WY <br />E <br /> <br />= <br /> <br />0 <br />+ <br />8 <br />9 <br />9 <br />2 <br />4 <br />. <br />2 <br />914.7WYE = 0+82924.7915.1WYE = 0+66925.1914.6 <br />WYE = 0+27 <br />924.6 <br />915.0 <br />WYE = 1+29 <br />925.0 <br />910 <br />920 <br />930 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />923.43923.414+50 923.71923.715+00 924.00924.016+00 16+12 <br />102 LF 8" PVC SDR 35 @ 0.40%SMH-443RIM 923.53INV 912.09 (NW)INV 911.99 (S)SMH-444RIM 924.11INV 912.50 (SE)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 - STREET A - STA <br />15+00 17+00 <br />8" 22.5° BEND <br />HYDRANT <br />6" GV & BOX <br />6" REDUCER <br />8" DI <br />P <br />C <br />L <br />5 <br />2 <br />W <br />M <br />28 <br />0 20'40'SEE SHEET 27S W S W <br />S <br />WSW <br />S W <br />SWSWMAINTAIN 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 />8" DIP CL 52 WM <br />NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"