Laserfiche WebLink
100 2+003+00PC: 1+60.75 <br />Mid: 1+76.58 <br />PT: 1+92.42 <br />0+00 1+00 2+00 3+00 4+00 5+00BP: 0+00.00CBMH-103 CBMH-102 <br />CB-101 <br />CBMH-104 <br />FES-701 <br />FES-702 <br />SMH-422SMH-421 <br />358 LF 8" PVC @ 0.40%344 LF 8" PVC @ 0.46% <br />911.8 <br />WYE = 3+23 <br />921.8 <br />914.9 <br />WYE = 0+30 <br />924.9 <br />917.7 <br />WYE = 1+34 <br />927.7 <br />911.4 <br />WYE = 0+70 <br />921.4 <br />912.5 <br />WYE = 1+69 <br />922.5 <br />910.4 <br />WYE = 0+59 <br />920.4 <br />913.1 <br />WYE = 1+58 <br />923.1 <br />910.6 <br />WYE =2+23 <br />920.6 <br />912.0 <br />WYE = 3+37 <br />922.0 <br />916.1 <br />WYE = 0+49 <br />926.1 <br />917.5 <br />WYE = 1+43 <br />927.5 <br />910 <br />920 <br />930 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />0+00 919.01919.0921.61921.61+00 922.28922.3920.66920.72+00 918.88918.9919.24919.23+00 921.89921.9924.55924.64+00 926.49926.5926.48926.55+00CBMH-103CBMH-10215"SMH-421RIM 918.06INV 909.19 (N)INV 909.29 (E)358 LF 8" PVC SDR 35 @ 0.40%SMH-422RIM 922.32INV 910.72 (W)INV 910.82 (E)CBMH-104PLOTTED: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 />0+00 TO 5+00 <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />8" DIP CL 52 WM <br />SEE SHEET 260 20'40' <br />S W <br />S W <br />S W S W S W S W <br />S W S W S WSW <br />25 <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 />LOWER WATERMAIN TO PROVIDE <br />VERTICAL SEPARATION FOR <br />SANITARY SERVICE TO LOT 1 BLOCK 5SEE SHEET 23NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER915.08" DIP CL <br /> <br />5 <br />2 <br /> <br />W <br />M <br />LOWER WATER SERVICE TO <br />PROVIDE 18" MIN. SEPARATION <br />FROM STORM SEWER AND INSULATE