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2023.06.12 Packet
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2023.06.12 Packet
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6/12/2023 4:34:04 PM
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6/12/2023 4:30:41 PM
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City Council
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Agenda/Packets
Meeting Date
6/12/2023
Meeting Type
Regular
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0+001 <br />0 <br />+ <br />0 <br />0 <br />11 <br />+ <br />0 <br />0 <br />12+00 <br />13+00 <br />14+0 <br />0 15+00PT: <br /> 13+67 <br />.31PC: <br /> 14+62 <br />.12 <br />CBMH-406 <br />CBMH-407 <br />CBMH-203 <br />CBMH-202 <br />CB-201 <br />CBMH-205 <br />CBMH-204 <br />STMH-608 <br />FES-408 <br />FES-206 <br />FES-607 <br />SMH-411 <br />SMH-441 <br />SMH-443 <br />SMH-442 <br />SMH-412 <br />SMH-413 <br />9 <br />9 <br /> <br />L <br />F <br /> <br />8 <br />" <br /> <br />P <br />V <br />C <br /> @ <br /> <br />0 <br />. <br />4 <br />0% <br />95 L <br />F <br /> <br />8 <br />" <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />0 <br />. <br />4 <br />0 <br />% <br />80 LF 8" PVC @ 0.41%70 LF 8" <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />0 <br />. <br />4 <br />0 <br />% <br />136 L <br />F <br />8" <br />P <br />V <br />C <br />@ <br />0. <br />4 <br />0 <br />%102 LF 8" PVC @ 0.40% <br />914.1 <br />WYE = 0+53 <br />924.1 <br />914.5 <br />WYE <br />= <br />0 <br />+ <br />2 <br />6 <br />924.5 <br />914.4 <br />WYE <br />= <br />0 <br />+ <br />6 <br />8 <br />924.4 <br />915.0 <br />WYE <br />= <br />1 <br />+ <br />2 <br />9 <br />925.0 <br />914.9 <br />WYE <br />= <br />0 <br />+ <br />6 <br />0 <br />924.9 <br />914.9 <br />WYE <br />= <br />0 <br />+ <br />2 <br />0 <br />924.9 <br />915.1 <br />WYE <br />= <br />0 <br />+ <br />3 <br />4 <br />925.1 <br />914.1 <br />WYE = 0+34 <br />924.1 <br />900 <br />910 <br />920 <br />930 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />924.11924.110+00 923.39923.4922.68922.711+00 922.35922.4922.82922.812+00 923.43923.4923.76923.813+00 923.33923.3923.16923.214+00 923.43923.414+50CBMH-406CBMH-204CBMH-203CBMH-20299 LF 8" PVC SDR 26 @ 0.40% <br />95 LF 8" PVC SDR 26 @ 0.40% <br />60 LF 8" PVC SDR 35 @ 0.41%70 LF 8" PVC SDR 35 @ 0.40% <br />136 LF 8" PVC SDR 35 @ 0.40%SMH-412RIM 922.82INV 899.60 (NE)INV 899.50 (W)SMH-413RIM 922.62INV 910.64 (NE)INV 899.98 (SW)INV 900.08 (SE)SMH-441RIM 923.58INV 911.06 (N)INV 910.96 (SW)SMH-442RIM 923.50INV 911.45 (N)INV 911.34 (S)DROP INV 900.08 (NE)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 />10+00 TO 15+00 <br />INSULATE <br />WM/STORM <br />CROSSING <br />8" 11.25° BEND <br />8" 11.25° BEND <br />11.25° BEND <br />11.25° BEND <br />11.25° BEND <br />8 <br />" <br /> <br />D <br />I <br />P <br /> <br />C <br />L <br /> <br />5 <br />2 <br /> W <br />M <br />HYDRANT <br />8x6 DIP TEE <br />6" GV & BOX <br />INSULATE <br />WM/STORM <br />CROSSING <br />8" DI <br />P <br />C <br />L <br />5 <br />2 <br />W <br />M <br />8" DIP TEE <br />8" VALVE & BOX8" VALVE & BOX <br />INSULATE <br />WM/STORM <br />CROSSING <br />INSULATE <br />WM/STORM <br />CROSSING <br />8" 11.25° BEND8" 11.25° BEND SEE SHEET 28SEE SHEET 26SEE SHEE <br />T <br /> <br />33 <br />27 <br />0 20'40' <br />S W <br />S W <br />S W <br />S W <br />S W <br />S W <br />S W <br />INSTALL OUTSIDE DROP STRUCTURE PER CITY STANDARD DETAIL SS-2 <br />LAST 20' OF PIPE BEFORE MANHOLE SHALL BE DIP <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 />12" <br />NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN <br />SEPARATION BETWEEN STORM SEWER IS LESS THAN 36" <br />8" DIP CL 52 WM
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