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9 <br />1 <br />4 <br />. <br />8 <br />915.3 <br />OOOORLS 66179 <br />1 <br />4 <br />. <br />2 <br />B <br />O <br />X <br />1 <br />1 <br />- <br />2 <br />CBMH-114 <br />CBMH-107 <br />CBMH-108 <br />RIM 916.78 <br />INV 911.66 (27" OUT) <br />INV 911.66 (27" IN) <br />FES-109 <br />INV 911.5053 LF <br /> 27" <br /> RCP <br /> @ <br /> 0 <br />.30% <br />32 LF 27" RCP @ 0.30% <br />SMH-401 <br />6+00 7+00 8+00 9+00 <br />91 <br />7 <br />. <br />5 <br />8 917.41917.49918.14 <br />91 <br />8 <br />. <br />3 <br />5 <br />918.50 <br />918.40 <br />CBMH-106 <br />880 <br />890 <br />900 <br />910 <br />920 <br />875 <br />880 <br />885 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />-0.69%PVIS: 8+80.00PVIE: 915.55917.83916.75+50 917.49915.66+00 917.14914.8916.79914.67+00 916.45913.3916.10912.58+00 915.76914.3915.19+00 <br />126 LF 27" RCP @ 0.30%SMH-401CBMH-107RIM 916.55INV 911.76 (E)INV 911.76 (S)CBMH-106RIM 917.42INV 912.60 (E)INV 912.30 (S)INV 912.14 (N)910 <br />920 <br />900 <br />905 <br />910 <br />915 <br />920 <br />920 <br />910 <br />915 <br />920 <br />32 LF 27" RCP @ 0.30%53 LF 27" RCP @ 0.30% <br />FES-109 <br />INV 911.50CBMH-108RIM 916.78SUMP 908.70INV 911.66 (E)INV 911.66 (W)CBMH-107RIM 916.55INV 911.76 (E)INV 911.76 (S)CBMH-106RIM 917.42INV 912.60 (E)INV 912.30 (S)INV 912.14 (N)CBMH-114RIM 917.41INV 912.80 (W)INV 912.80 (SE)32 LF 18" RCP @ 0.63% <br />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 />STREET & STORM SEWER - <br />ONEKA PARKWAY - STA <br />5+50 TO 10+00 <br />PROPOSED ℄ PROFILE <br />EXISTING GRADE @ ℄ <br />END ONEKA PARKWAY <br />STA 0+75 <br />0 20'40' <br />TERMINATE CURB WITH 3' BEAVERTAIL (TYP.) <br />10 <br />TERMINATE STREET AND TRAIL <br />INSTALL BARRICADE AND "FUTURE THRU STREET" SIGNAGE <br />PROPOSED STREET & <br />UTILITY EASEMENT <br />EXISTING EASEMENT <br />SEE SHEET 93 <br />35 <br />INSTALL CLASS 5 AGGREGATE BASE MATERIAL <br />TO PROVIDE ACCESS FROM EXISTING GRAVEL DRIVE <br />PROVIDE 10' CLASS 5 TRANISTION TO <br />PROTECT EDGE OF PAVEMENT <br />PROFILE VIEW: CBMH-114 TO CBMH-106 <br />PROFILE VIEW: CBMH-107 TO FES-109 <br />12" DIP WM <br />6" PVC FORCEMAIN <br />FES REQUIRES SHEET PILE FOUNDATION <br />PER CITY DETAIL HU-SD-7 <br />DEPRESS CURB PER <br />CITY DETAIL HU-STR-12 <br />END BIT TRAIL STA 8+40 <br />PAVING FOR LIFT STATION <br />NOT IN SCOPE OF THIS PROJECT