Laserfiche WebLink
U) v <br />� I I <br />CSI I • <br />V <br />h <br />1O <br />- PC1+914 <br />1020.00 <br />1020.00 <br />11 X� <br />SUMP CBMH 101, <br />.3 -TC <br />701 <br />1018 <br />=7.= <br />_ DRAINTILE CLEANOUT <br />_< - <br />��Q _C _ INV=1013.00 a 4 a- <br />- (TYP. OF 3)�, <br />----- ----- tom'-- - --- - - - ------------ <br />17 2' BERM AT 1018.00 (TOP) <br />-ou-fou _ >5u � 0U -OU -01j- ou � � -111-OU-1 <br />o1ou c <br />I � <br />C C - - - <br />N WAYZATA BLVD <br />0 5 10 20 <br />SCALE IN FEET <br />ENTIRETY OF BASIN <br />OCS 501 BOTTOM TO BE DRAINTILE <br />CRIM=1017.00 CROSS SECTION ` <br />DRAINTILE CLEANOUTS AS <br />SHOWN IN PLAN <br />y S<° -- -------HWL 1017_47 �`---------------------- -- 5 <br />3 AF FILTRATION LEVEL 1017.0 (OLS 501 RIM ELEV.) <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />a <br />BOTTOM OF FILTRATION BASIN 1014.5 N <br />TOP OF DRAINTILE=1013.5 <br />DRAINTILE INVERT=1013.0 <br />BOTTOM SAND=1012.80 <br />(3) DRAINTILE INVERTS=1012.55 \�6" PERFORATED DRAINTILE W/ SOCK <br />CORE SEPARATE HOLES FOR EACH ENSURE 9" OF SAND BELOW SLOPED DRAINTILE <br />FILTRATION BASIN 3 C-CCROSS SECTION <br />NOT TO SCALE <br />LEGEND: <br />- - - , - - - PROPOSED EASEMENT <br />PROPERTY LINE <br />LOT LINE <br />` DIRECTION OF DRAINAGE <br />EXISTING CONTOUR <br />-912- <br />PROPOSED CONTOUR <br />x12.44 x912.44 <br />PROPOSED SPOT ELEVATION <br />I <br />RETAINING WALL O + <br />PROPOSED STORM SEWER <br />DT <br />. <br />(in ~ <br />� <br />U Z <br />U <br />(SEE PLAN BY OTHERS)O O <br />fz: <br />z <br />O <br />EL <br />(~i� <br />z <br />a <br />ti <br />x o <br />O <br />------------------------- <br />O o <br />ULL <br />I hereby certify that this plan, <br />specification, o report w <br />O O <br />0 <br />nny <br />direct supervision and that I <br />1 <br />N <br />TW=1020.90 <br />BW=1016.00 Q- W <br />PROFESSIONAL ENGINEER under <br />QLL- ti + <br />97% <br />I <br />MINNESOTA <br />+ WLL-�i <br />rye <br />I <br />MARK RAUSCH, PE <br />DRAINTILE TO HAVE APPROXIMATE <br />6-3-2021 <br />i <br />0.50% SLOPE TOWARDS OCS <br />QUALITY ASSURANCE/CONTROL <br />TW=1020.90 TW=1020.90 <br />- - <br />of <br />BW=1017.50 BW=1016.00 <br />1-20-2021 CITY SUBMITTAL - <br />E7 <br />o <br />I <br />TW=1020.90 TW. <br />/I <br />BW=1016.00 - BW <br />28 SF OFTRM <br />EOF=1017.50 h <br />c <br />1016 <br />� <br />o 1015 <br />FES 100 <br />L : 017.47 <br />I <br />ST--H-WITT DT DT <br />1014.5 <br />DT T <br />�ID�\T IL <br />I T C <br />�I��\ T <br />O <br />T <br />� <br />DRAWN: <br />1014.5 DT <br />PROJECT NO: 220-0101 <br />1015 <br />I� <br />1016 <br />-- - - -- --------1017---- -- - --- <br />-- -- - -- - <br />U) v <br />� I I <br />CSI I • <br />V <br />h <br />1O <br />- PC1+914 <br />1020.00 <br />1020.00 <br />11 X� <br />SUMP CBMH 101, <br />.3 -TC <br />701 <br />1018 <br />=7.= <br />_ DRAINTILE CLEANOUT <br />_< - <br />��Q _C _ INV=1013.00 a 4 a- <br />- (TYP. OF 3)�, <br />----- ----- tom'-- - --- - - - ------------ <br />17 2' BERM AT 1018.00 (TOP) <br />-ou-fou _ >5u � 0U -OU -01j- ou � � -111-OU-1 <br />o1ou c <br />I � <br />C C - - - <br />N WAYZATA BLVD <br />0 5 10 20 <br />SCALE IN FEET <br />ENTIRETY OF BASIN <br />OCS 501 BOTTOM TO BE DRAINTILE <br />CRIM=1017.00 CROSS SECTION ` <br />DRAINTILE CLEANOUTS AS <br />SHOWN IN PLAN <br />y S<° -- -------HWL 1017_47 �`---------------------- -- 5 <br />3 AF FILTRATION LEVEL 1017.0 (OLS 501 RIM ELEV.) <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />a <br />BOTTOM OF FILTRATION BASIN 1014.5 N <br />TOP OF DRAINTILE=1013.5 <br />DRAINTILE INVERT=1013.0 <br />BOTTOM SAND=1012.80 <br />(3) DRAINTILE INVERTS=1012.55 \�6" PERFORATED DRAINTILE W/ SOCK <br />CORE SEPARATE HOLES FOR EACH ENSURE 9" OF SAND BELOW SLOPED DRAINTILE <br />FILTRATION BASIN 3 C-CCROSS SECTION <br />NOT TO SCALE <br />LEGEND: <br />- - - , - - - PROPOSED EASEMENT <br />PROPERTY LINE <br />LOT LINE <br />` DIRECTION OF DRAINAGE <br />EXISTING CONTOUR <br />-912- <br />PROPOSED CONTOUR <br />x12.44 x912.44 <br />PROPOSED SPOT ELEVATION <br />PROPOSED CATCH BASINS <br />> <br />PROPOSED STORM SEWER <br />DT <br />PROPOSED DRAINTILE <br />DRAINTILE SECTION: <br />FILTRATION BASIN 3 <br />CITY OF ORONO RESOLUTI( <br />/ Lj <br />N <br />0 5 10 20 <br />SCALE IN FEET <br />ENTIRETY OF BASIN A <br />OCS 400 BOTTOM TO BE DRAINTILE DRAINTILE CLEANOUTS AS ` <br />HWL 1023.63 RIM=1023.50 CROSS SECTION SHOWN IN PLAN I <br />S( <br />a 5 OqF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f - - - - - <br />------------ -- FILTRATION LEVEL 1023.5 OLS 400 LE <br />RIM EV� - o <br />- - - - - - - <br />BOTTOM OF FILTRATION BASIN 1022.5 <br />TOP OF DRAINTILE-1021.5 <br />DRAINTILE INVERT=1021.0 <br />BOTTOM SAND -1020.25 <br />6" PERFORATED DRAINTILE W/ SOCK- INV=1020.70) \-INV=1020.60ENSURE 9" OF SAND BELOW SLOPED DRAINTILE <br />FILTRATION BASIN 2 B -B' CROSS SECTION <br />NOT TO SCALE <br />TOPOF 6" <br />DRAINTILE ® 1021.5 <br />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 />.doo- - -- -- <br />18 <br />SHEET 18 OF 23 <br />Z <br />_O <br />H <br />(n <br />O <br />ZZ <br />N < <br />Cn <br />Z <br />W <br />UO <br />p <br />O <br />W <br />V) <br />0 <br />cc <br />U <br />Z <br />Q <br />(in ~ <br />� <br />U Z <br />U <br />Z <br />O <br />fz: <br />z <br />O <br />EL <br />(~i� <br />z <br />a <br />ti <br />x o <br />O <br />J <br />O o <br />ULL <br />I hereby certify that this plan, <br />specification, o report w <br />prepared by me or under <br />nny <br />direct supervision and that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the Slate of <br />MINNESOTA <br />/ <br />MARK RAUSCH, PE <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 />18 <br />SHEET 18 OF 23 <br />