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I <br />\ / ' BASIN 1 P. <br />NWL=910.00 <br />0 <br />4 <br />1 <br />D <br />I <br />D <br />930 <br />OUTLET=910.75 <br />HWL=912.23 <br />WET VOL.=5.36 AC*FT <br />STOR. VOL.=3.13 AC*FT/ <br />WETLAND A / <br />3: <br />3: <br />N <br />w 2I <br />co z w <br />FI <br />W Z <br />�'' <br />00 N It <br />^I <br />I I I co <br />CO N c <br />925 N <br />.I I j�� <br />4 CNN <br />� �cD <br />_ <br />� <br />_ <br />O <br />N � � <br />00 V)- <br />fl <br />p <br />O CN <br />0065 <br />00" ,� <br />N OOH <br />Nco <br />O—ter <br />N r� N� <br />p0 <br />N� <br />OI- <br />p p�Z <br />I �6 <br />) Z Z <br />I <br />I�Orn rn rn� <br />� <br />MZ_ Z_ Z <br />" <br />z <br />N <br />�u <br />zw <br />moo>>> <br />>> >_>920 <br />Z <br />,jz <br />apZ zz <br />m—Jz <br />z zz <br />ZZN <br />Uy <br />z <br />(V <br />915 <br />27" F.E.S. <br />6.9 C.Y.—CL111 <br />FILTER BLANKET <br />TIE LAST 3 JOINTS <br />r• • <br />PISNEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />42' <br />27" RCP CL3 <br />0 0.40% <br />w cnl <br />I 100 <br />00 N <br />Q N <br />�t 00 N <br />NM N� rp� <br />O 0 � <br />� j <br />=rn�z zo <br />m C) > > > <br />U m m Z Z Z <br />NZ/II L--- III <br />II <br />----- 14- — — — — — — — - <br />I�-----LL------ <br />O --"— EX. 115' <br />EX, 91' 18" RCP CL5 <br />18" RCP CL5 <br />253' 26 @ 0.30% @ 0, 30% <br />24" RCP CL3 18" RCP CL5 35' <br />@ 0.30% @ 0.45% <br />18" RCP CL5 <br />@ 0.45% <br />CONNECT TO EXISTING STORM SEWER <br />CONTRACTOR TO FIELD VERIFY <br />LOCATION & ELEVATION <br />N N <br />r N <br />N Ln C� <br />N ro N <br />rq � r7 r i a—)o�Offj <br />_ Z Z U <br />mho»> <br />U(if m Z Z Z <br />I I <br />z <br />w V)^I <br />I I n <br />ON <br />N �r- <br />� 000 <br />van o C;- <br />V6coO OH <br />CO)6Z Zp <br />>>> <br />AwmZ ZZ <br />I• <br />W 17' <br />18 RCP CL5 <br />0 0.50% <br />00 ON <br />00�� <br />VOco0) 0H <br />COui Zp <br />5V 0>> > <br />.)�mZ ZZ <br />L <br />`m" 18' <br />18 RCP CL5 <br />0 0.50% <br />STRUCTURE TABLE <br />STRUCTURE <br />STRUCTURE <br />NEENAH <br />NAME <br />TYPE <br />SIZE <br />CASTING OR <br />NOTES <br />EQUAL <br />202 <br />CBMH <br />60" DIA. <br />R-3067 V <br />203 <br />CBMH <br />60" DIA. <br />R-3067 V <br />STORM STRUCTURE TABLE NOTES: <br />1. WATER TIGHT STRUCTURES <br />A. STRUCTURE SHALL HAVE AN INTEGRAL BASE <br />B. PIPE CONNECTION TO STRUCTURE WITH PRESS -SEAL <br />WATER STOP GROUT RING OR APPROVED EQUAL. <br />C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE <br />AND GROOVE WITH A HAMILTON KENT SUPERSEAL <br />GASKET OR APPROVED EQUAL MEETING ASTM-443 <br />D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A <br />HAMILTON KENT SUPERSEAL GASKET OR APPROVED <br />EQUAL MEETING ASTM-443. <br />0 25 50 100 <br />GRAPHIC SCALE IN FEET <br />BENCH MARK <br />TOP NUT HYDRANT IN N.W. <br />QUAD. OF OTTER LAKE ROAD <br />& PRIVATE DRIVE 370 LF <br />NORTH OF MAIN STREET <br />EL=920.47 NVGD88 <br />930 <br />925 <br />915 <br />r• • <br />02-ENG-118283-SHEET-STRM <br />2422 Enterprise Drive (651) 681-1914 <br />Mendota Heights, MN 55120 Fax: 681-9488 <br />www.pioneereng.com <br />© 2019 Pioneer Engineering, P.A. <br />