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0+001 <br />+ <br />0 <br />0 <br />CBMH-405 <br />CBMH-406 <br />CBMH-407 <br />CBMH-203 <br />CBMH-205 <br />CBMH-204 <br />STMH-608 <br />RIM 920.00 <br />INV 917.00 (12" OUT) <br />INV 915.00 (12" IN) <br />FES-408 FES-206 <br />FES-607 190 LF 12" RCP @ 1.33%58 LF 12" RCP @ -17.20%131 LF 15" RCP <br />@ 0.71 <br />% <br />SMH-411 <br />SMH-412 <br />SMH-413 <br />SMH-441 <br />10+ <br />0 <br />0 <br />11+00 <br />12+00 13+00925.489 <br />2 <br />4 <br />. <br />9 <br />6 <br />925.11L =4 3 5 .3 ,R =2 7 5 .0 <br />L =4 3 5 .3 ,R =275900 <br />910 <br />920 <br />930 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />-1.44% <br />1.21% <br />PVI STA = 11+40.07 <br />PVI ELEV = 922.10 <br />A.D. = 2.65% <br />K = 28.35 <br />75.00' VC <br />BVCS: 11+02.57BVCE: 922.64EVCS: 11+77.57EVCE: 922.55LOW PT. STA = 11+43.32 <br />LOW PT ELEV = 922.35 <br />924.83926.59+50 924.11926.210+00 923.39924.9922.68923.411+00 922.35922.2922.82922.112+00 923.43922.512+50CBMH-406RIM 923.63INV 917.30 (W)INV 917.29 (S)12" RCP CBMH-204RIM 922.07INV 917.50 (NE)INV 917.15 (SE)101 LF 15" RCP @ 0.89%CBMH-203RIM 923.15INV 918.40 (N)INV 918.40 (SW)SMH-413SMH-412SMH-41171 LF 24" RCP @ 0.45% <br />920 <br />930 <br />910 <br />915 <br />920 <br />925 <br />930 <br />920 <br />930 <br />910 <br />915 <br />920 <br />925 <br />930CBMH-406RIM 923.63INV 917.30 (W)INV 917.29 (S)50 LF 24" RCP @ 0.36% <br />28 LF 24" RCP @ 0.39%CBMH-407RIM 923.72SUMP 914.18INV 917.18 (N)INV 917.18 (SE)FES-408INV 917.000CBMH-204RIM 922.07INV 917.50 (NE)INV 917.15 (SE)28 LF 21" RCP @ 0.25% <br />34 LF 21" RCP @ 0.24%FES-206INV 917.00CBMH-205RIM 922.07SUMP 914.08INV 917.08 (NW)INV 917.08 (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 COMMENTS <br />N <br />STREET & STORM SEWER - <br />STREET A - STA 9+00 TO <br />12+50 <br />PROPOSED ℄ PROFILE <br />EXISTING GRADE @ ℄SEE SHEET 12SEE SHEET 14SEE STORM PROFILE <br />ON SHEET 21 <br />SEE S <br />H <br />E <br />E <br />T <br /> <br />12 <br />13 <br />0 20'40' <br />5 <br />35 <br />1 <br />35 <br />SEE STORM PROFILES NEXT <br />TO ROAD PROFILE BELOW <br />FES REQUIRES SHEET PILE FOUNDATION <br />PER CITY DETAIL HU-SD-7