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SET STRUCTURE [DOGHOUSE] SEI PPR`,nlPy NV N EXISTING01850 (DRSTORM AINTILE) <br />1[EL INV IN=1018.40 (DRAINTILE) <br />SE <br />EX <br />INV OUT=1015.36 (18" EXISTING) -« <br />cvDRAINTILE TO HAVE MINIMUM i - <br />0.50% SLOPE TOWARDS OCS ' <br />/ r / <br />FILTRATION BASIN 1 � � <br />DRAINTILE CLEANOUT// <br />INV=1019.00 <br />i <br />i <br />4 <br />i <br />i <br />// 01 <br />- lT�7 1p22/ <br />j tip' <br />° <br />P� <br />A <br />I — <br />i =o- <br />CITY OF ORONO RESOLUTI <br />STORM SEWER, TYP. <br />EXISTING 5 <br />SIDEWALK <br />°I <br />TOP BERM 1022 Gi o <br />----- - 1022 <br />io22 O <br />1021.5 <br />of <br />1020.5________________ _ <br />=D _�_jLZL_'_L;.____-_._ DT DT DT DT DIIIIIIIIl <br />19 <br />/LL O <br />DRAINTILE SECTION: <br />FILTRATION BASINS 1&2 <br />3I CLEAN SAND. REFF <br />FROM USING HE <br />3 EQUIPMEN <br />FILTRATION AR <br />6" PERFORATED <br />DRAINTILE W/ SOCK <br />LEGEND: <br />SAND 309 MnDOT <br />DE 2 COMPOST <br />PRIVATE <br />SIDEWALK <br />BOTTOM OF <br />FILTRATION BASIN <br />4 <br />REAR 1023.8 <br />EEE 1024.47 <br />GEE 102_,\8 <br />ENTIRETY OF BASIN A <br />OCS 300 BOTTOM TO BE DRAINTILE DRAINTILE CLEANOUTS AS ' <br />5• I HWL 1021.57 -\\RIM -1021.50 CROSS SECTION SHOWN IN PLAN I <br />S SL <br /><OQe______________________________ FILTRATION LEVEL 1021.5 (OLS 300 RIM ELEV.) ___ <br />BOTTOM OF FILTRATION BASIN 1020.5 <br />- - - y", - - - <br />EXISTING CONTOUR <br />PROPOSED EASEMENT <br />-912- <br />PROPOSED CONTOUR <br />PROPERTY LINE <br />x12.44 x912.44 <br />PROPOSED SPOT ELEVATION <br />LOT LINE <br />(n <br />O <br />ZZ <br />Fn < <br />` <br />DIRECTION OF DRAINAGE <br />(n <br />Ir o <br />V Z <br />PROPOSED CATCH BASINS, CLEANOUTS <br />Z <br />O <br />/ <br />PROPOSED STORM SEWER <br />a <br />ti <br />DT <br />PROPOSED DRAINTILE <br />J <br />O o <br />U <br />LL <br />hereby certify that this plan, <br />specitica}ion, o a <br />report"' <br />m o <br />prepared by under <br />my <br />direct supervisionand that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />CHVPE <br />MARK RAUS/ <br />6-3-2021 <br />43480 <br />/ <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - <br />PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: <br />MPR <br />SET STRUCTURE [DOGHOUSE] SEI PPR`,nlPy NV N EXISTING01850 (DRSTORM AINTILE) <br />1[EL INV IN=1018.40 (DRAINTILE) <br />SE <br />EX <br />INV OUT=1015.36 (18" EXISTING) -« <br />cvDRAINTILE TO HAVE MINIMUM i - <br />0.50% SLOPE TOWARDS OCS ' <br />/ r / <br />FILTRATION BASIN 1 � � <br />DRAINTILE CLEANOUT// <br />INV=1019.00 <br />i <br />i <br />4 <br />i <br />i <br />// 01 <br />- lT�7 1p22/ <br />j tip' <br />° <br />P� <br />A <br />I — <br />i =o- <br />CITY OF ORONO RESOLUTI <br />STORM SEWER, TYP. <br />EXISTING 5 <br />SIDEWALK <br />°I <br />TOP BERM 1022 Gi o <br />----- - 1022 <br />io22 O <br />1021.5 <br />of <br />1020.5________________ _ <br />=D _�_jLZL_'_L;.____-_._ DT DT DT DT DIIIIIIIIl <br />19 <br />/LL O <br />DRAINTILE SECTION: <br />FILTRATION BASINS 1&2 <br />3I CLEAN SAND. REFF <br />FROM USING HE <br />3 EQUIPMEN <br />FILTRATION AR <br />6" PERFORATED <br />DRAINTILE W/ SOCK <br />LEGEND: <br />SAND 309 MnDOT <br />DE 2 COMPOST <br />PRIVATE <br />SIDEWALK <br />BOTTOM OF <br />FILTRATION BASIN <br />4 <br />REAR 1023.8 <br />EEE 1024.47 <br />GEE 102_,\8 <br />ENTIRETY OF BASIN A <br />OCS 300 BOTTOM TO BE DRAINTILE DRAINTILE CLEANOUTS AS ' <br />5• I HWL 1021.57 -\\RIM -1021.50 CROSS SECTION SHOWN IN PLAN I <br />S SL <br /><OQe______________________________ FILTRATION LEVEL 1021.5 (OLS 300 RIM ELEV.) ___ <br />BOTTOM OF FILTRATION BASIN 1020.5 <br />- - - y", - - - <br />EXISTING CONTOUR <br />PROPOSED EASEMENT <br />-912- <br />PROPOSED CONTOUR <br />PROPERTY LINE <br />x12.44 x912.44 <br />PROPOSED SPOT ELEVATION <br />LOT LINE <br />(n <br />O <br />ZZ <br />Fn < <br />` <br />DIRECTION OF DRAINAGE <br />(n <br />Ir o <br />V Z <br />PROPOSED CATCH BASINS, CLEANOUTS <br />Z <br />O <br />> <br />PROPOSED STORM SEWER <br />a <br />ti <br />DT <br />PROPOSED DRAINTILE <br />J <br />TOP OF DRAINTILE-1019.5 <br />DRAINTILE INVERT=1019.0 <br />BOTTOM SAND -1018.25 <br />6" PERFORATED DRAINTILE W/ SOCK-" INV=1018.50-/ `INV=1018.40 '-ENSURE 9" OF SAND BELOW SLOPED DRAINTILE <br />FILTRATION BASIN 1 A -A' CROSS SECTION <br />NOT TO SCALE <br />V <br />.1020 - V-'��� <br />/ I <br />/ I <br />Q I <br />� I <br />i I <br />� I <br />DRAINTILE CLEANOUT <br />INV=1019.00 <br />4 <br />TOPOF 6" <br />DRAINTILE @ 1019.5 <br />0 5 10 20 <br />SCALE IN FEET <br />1 <br />1 I <br />I <br />1 II <br />it <br />1I <br />11 <br />11 <br />�I <br />I 1 <br />II <br />I <br />I <br />I <br />11 <br />I/ <br />If <br />ill <br />N NO. 7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />Weeaek eY <br />Hames <br />.Nwom�-_ <br />17 <br />SHEET 17 OF 23 <br />Z <br />_O <br />(n <br />O <br />ZZ <br />Fn < <br />H <br />z <br />W <br />UO <br />p <br />O <br />W <br />(n <br />cn <br />En <br />O <br />U <br />Z <br />Q <br />(n <br />Ir o <br />V Z <br />U <br />Z <br />O <br />z <br />O <br />(~i�cc <br />Z <br />a <br />ti <br />x o <br />O <br />J <br />O o <br />U <br />LL <br />hereby certify that this plan, <br />specitica}ion, o a <br />report"' <br />m o <br />prepared by under <br />my <br />direct supervisionand that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />CHVPE <br />MARK RAUS/ <br />6-3-2021 <br />43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - <br />PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: <br />MPR <br />DRAWN: <br />TAS <br />PROJECT NO: 220-0101 <br />17 <br />SHEET 17 OF 23 <br />