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9 <br />41- _ 15" RCP FES <br />IE 911.88 OCS 106 <br />° PLACE 3.5 CY n RE 915.00 <br />G \ IE 912.00-15" N <br />RIPRAP CL III IE 911.50-15" S _ - - <br />\ \ 9 \ 24'-15" RCP CL.5 (SEE DETAIL) <br />\ \ 9 \ \ - - - - � <br />\ 9 \ @ 0.50% <br />\ - <br />26-15" RCP CL.5 POND 100P <br />@ 8.00% NWL = 912.0 \ <br />\ 9 \\ \ \ 100 YR HWL = 914.6 <br />IE 909.50 \ <br />\ 9 9 <br />G <br />\\ 9\ \\G \\ \------ - - - - ------� <br />\ G 9 \ \ <br />\ 9\ \ o \ <br />\ \G 9 \ <br />\ 9 <br />9 \ <br />9 <br />\\ \ \ G 9 \\ <br />\ G \ <br />\ G \ \ <br />\Gfl \ <br />\ \ 9 <br />\ G 9 \ \ <br />\ 9 <br />9 \ <br />\ <br />9 �9 <br />\ 9 \s \ \ <br />9 G \ <br />\ 9 \ G \ <br />\ 9 9 \ \ <br />\ CB 105 <br />RE 919.63 <br />N <br />N <br />0 <br />0 <br />r� <br />133'-15" RCP CL.5 CBMH 101 <br />@ 0.90% RE 920.30 <br />1 E 913.20-15" W <br />IE 913.52 15" SE <br />77-15" PE <br />L CBMH 102 <br />RE 920.30 <br />IE 913.98-15" NW <br />IE 913.98-15" S <br />r23'-15" PE <br />@ 0.60% <br />I <br />CBMH 103 <br />RE 921.00 <br />IE 914.12-15" N <br />IE 914.12-15" S <br />IE 916.38-8" W <br />203'-15" PE <br />@ 0.40% <br />-�J <br />_ I � <br />I <br />CBMH 104 <br />RE 919.33.33 <br />IE 914.93-15" N <br />IE 915.10-12" W <br />i� <br />1 <br />1 <br />H <br />1 <br />1 <br />H <br />1 <br />1 <br />f <br />H <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I I <br />I <br />II I <br />I <br />I I <br />I <br />I <br />I <br />I <br />li I <br />I <br />I I <br />I <br />I II I <br />I <br />I <br />I <br />II <br />II <br />I <br />I I <br />I <br />I I <br />I <br />II I <br />I I <br />I I <br />II <br />I <br />I <br />I I <br />I <br />I I <br />III I <br />I� I <br />I I <br />I <br />I <br />I <br />II <br />III <br />I <br />I <br />I <br />I I <br />I I <br />II I I I <br />I I <br />II I I <br />I I <br />� I I <br />I I <br />it I <br />I I I <br />I I I <br />I I <br />I I I <br />I I <br />I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I <br />I II I <br />I I <br />I I <br />I I <br />I I <br />XI <br />I I <br />I <br />II I <br />I <br />II I <br />I <br />I <br />I <br />I <br />� I <br />I I <br />I <br />� I <br />I I <br />I <br />I I <br />I <br />LEGEND <br />EXISTING <br />--J <br />L-=-�-J <br />Lie <br />ug <br />ut <br />uf0 <br />SEE SURVEY <br />SEE SURVEY <br />SEE SURVEY <br />SEE SURVEY <br />SEE SURVEY <br />-_SEE SURVEY -- <br />BENCHMARK <br />PROPOSED <br />F9 0 <br />0 <br />N <br />PROPERTY LINE <br />EASEMENT LINE <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />CURB LINE <br />STORM SEWER <br />SANITARY SEWER <br />WATER MAIN <br />UNDERGROUND ELECTRIC <br />UNDERGROUND GAS <br />UNDERGROUND TELEPHONE <br />UNDERGROUND FIBER OPTIC <br />FENCE <br />STORM CATCH BASIN <br />STORM MANHOLE <br />STORM FLARED END SECTION <br />HYDRANT <br />GATE VALVE <br />OTHER SYMBOLS <br />WETLAND <br />MINNESOTA DEPARTMENT OF TRANSPORTATION <br />GSID STATION #93822, NAMED 0215 AC <br />ELEVATION: 885.07 (NAVD 88) <br />UTILITY PLAN NOTES <br />1. SANITARY SEWER, WATER MAIN, AND STORM SEWER CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY'S <br />STANDARD DETAIL SPECIFICATIONS, CITY ENGINEERS ASSOCIATION OF <br />MINNESOTA (CEAM) STANDARD SPECIFICATIONS, AND THE MINNESOTA <br />PLUMBING CODE. <br />2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER <br />MAIN AND FORCEMAIN. <br />3. FIRE HYDRANTS AND GATE VALVES SHALL BE IN ACCORDANCE WITH THE <br />CITY'S REQUIREMENTS. <br />4. A MINIMUM OF 2.0 FEET OF VERTICAL SEPARATION SHALL BE REQUIRED <br />FOR ALL UTILITY CROSSINGS. <br />5. ALL WATER MAIN WORK AND TESTING SHALL BE COORDINATED WITH THE <br />CITY'S PUBLIC WORKS DEPARTMENT. <br />6. ALL WATER MAIN MUST HAVE A CONDUCTIVITY TEST, HYDROSTATIC TEST, <br />AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED <br />ON. <br />7. FINAL BUILDING UTILITY SERVICES AND DOWNSPOUT LOCATIONS SHALL <br />BE VERIFIED WITH ARCHITECTURAL AND PLUMBING PLANS. <br />8. LOCATING WIRES SHALL BE INSTALLED ON ALL NON-CONDUCTIVE STORM <br />SEWER, SANITARY SEWER, AND WATER LINES IN ACCORDANCE WITH THE <br />MINNESOTA RURAL WATER ASSOCIATION (MRWA) TRACE WIRE <br />SPECIFICATION GUIDE AND DETAILS. <br />9. INSTALL METER BOX FRAME AND SOLID LID (NEENAH R-1914-A, OR <br />APPROVED EQUAL) OVER ALL CLEANOUTS. <br />STORM SEWER SCHEDULE <br />STRUCTURE NO. <br />SIZE <br />NEENAH CASTING <br />OR EQUAL <br />CBMH 101 <br />48" DIAMETER <br />R-2577 <br />CBMH 102 <br />48" DIAMETER <br />R-2577 <br />CBMH 103 <br />48" DIAMETER <br />R-2577 <br />CBMH 104 <br />48" DIAMETER <br />R-3067-VB <br />CB 105 <br />24" X 36" <br />R-3067-VB <br />OCS 106 <br />48" DIAMETER <br />SEE DETAIL <br />0 15 30 60 <br />< SCALE IN FEET > <br />Know what's below. <br />Call before you dig. <br />�z <br />m <br />o <br />LO <br />0 <br />N <br />Z U <br />z <br />W <br />O <br />cl <br />Z <br />O <br />Y <br />Y <br />O <br />LL U <br />U <br />` <br />O <br />Z <br />O oM <br />Z r- <br />w <br />>� <br />E) <br />(31, J <br />W <br />oo F- <br />1 HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />NAME: JOSEPH T RADACH PE <br />SIGNATURE:�- <br />DATE: 07/11/22 LIC #: 45889 <br />} <br />m <br />N <br />N <br />0 <br />LA.I <br />Q <br />0 <br />LU <br />N <br />0 <br />U) <br />Z <br />O <br />> <br />LU <br />N <br />M <br />-ci <br />+n <br />%.6 <br />lr_� <br />W <br />C <br />� <br />Q <br />VLU <br />Q <br />z <br />Z <br />Z <br />y <br />Z <br />N_ <br />J <br />� <br />0- <br />Q <br />Z <br />~ <br />Oa_j <br />Z <br />Lo <br />a <br />O <br />M <br />LU <br />LU <br />Z <br />O <br />C� <br />G <br />LU <br />W <br />0 <br />w <br />Q <br />Z <br />J <br />a <br />Q <br />0 <br />Q <br />y <br />Qo^ <br />N <br />V ) <br />z <br />Z <br />F <br />J <br />z <br />oQw <br />N <br />0� <br />} <br />a <br />O <br />= <br />ao <br />w <br />Z <br />0 <br />0 <br />W <br />Z <br />SHEET NUMBER <br />C3.1 <br />