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6" SCHEDULE 40 <br />STAINLESS STEEL VENT <br />PIPE WITH TWO 90° <br />BENDS AND STAINLESS <br />STEEL SCREENED CAP <br />6" FLANGED <br />WALL PIPE <br />a <br />d <br />4 <br />d <br />a <br />CLASS III PIPE PER — a <br />MN/DOT STANDARD <br />PLATE 3000 <br />4 <br />a <br />a <br />9" MINIMUM d <br />STAINLESS STEEL <br />LIFTING CHAIN <br />852.65- <br />4 <br />a 4 <br />a <br />a d <br />d <br />da <br />4 <br />a 4 <br />d <br />a <br />a <br />4 <br />44 <br />4 <br />d <br />a <br />d <br />a <br />14" <br />d\ d <br />a d <br />d a <br />MONOLITHIC —f <br />BASE 02 <br />0 <br />— d <br />a <br />CAST ACCESS <br />HATCH INTO <br />858.65 — <br />d a <br />d <br />A <br />12" <br />a <br />a <br />4 a <br />CENTER <br />OF MH <br />5' <br />d <br />s <br />d <br />20.3' <br />0 <br />10' <br />a <br />WATER TIGHT <br />WALL <br />PENETRATION <br />4 <br />a d <br />a <br />4 <br />4 <br />CONCRETE FILLET <br />ALL AROUND <br />d <br />a <br />d <br />0 <br />TOP NUT SHALL BE 6" <br />BELOW FINISHED GRADE <br />CONTROL <br />CABINET <br />a <br />a <br />d <br />a <br />a <br />d <br />a <br />d <br />d <br />4 <br />a <br />d <br />a <br />a <br />4 <br />a <br />a <br />4 <br />d <br />a <br />4 <br />d <br />a <br />a <br />d <br />SEE <br />NOTE 0 <br />6' <br />CENTER <br />OF MH <br />4 -.01111 <br />da TWO VALVE—" <br />d EXTENSION <br />RODS <br />d <br />d <br />a <br />TWO 4" <br />CHECK <br />VALVES <br />4 <br />a I <br />4 <br />a <br />a d <br />—(2) 4" DIP <br />DISCHARGE PIPES <br />2" TIDE —FLEX <br />CHECK VALVE <br />ad <br />a <br />,\ 12" <br />0 <br />Ow - <br />a <br />d <br />d <br />TWO <br />4" GATE 'd <br />VALVES <br />ad <br />r <br />a <br />a <br />4 <br />4 <br />° ad <br />TWO NEENAH R-6003 <br />CASTINGS OR APPROVED <br />EQUAL CAST IN <br />MANHOLE COVER <br />6" <br />CONCRETE <br />PAVEMENT <br />NEENAH R-1733 <br />CASTING OR <br />APPROVED EQUAL <br />CAST IN MANHOLE <br />COVER <br />4" GATE <br />VALVE <br />1 <br />869.49 <br />z <br />5 <br />L <br />24" <br />CLASS II PIPE PER <br />MN/DOT STANDARD <br />PLATE 3000 <br />— WATER TIGHT <br />WALL PENETRATION <br />— TWO 4"-90° <br />BENDS AND ONE <br />4"X4" TEE <br />WELD PLATES REQUIRED AT <br />EACH JOINT. 4 EACH AT 90°. <br />CONNECTION WELDING SHALL BE <br />PERFORMED BY CONTRACTOR. <br />PROVIDE TWO <br />INTERMEDIATE RAIL <br />SUPPORTS <br />(2) 4" DIP <br />DISCHARGE PIPES <br />(2) 4"X3" DIP <br />REDUCERS <br />z <br />0 <br />0 <br />e <br />L 12" MINIMUM <br />LIFT STATION DETAILS ® <br />NO SCALE <br />HIGH LEVEL ALARM <br />LAG PUMP ON <br />LEAD PUMP ON <br />PUMP OFF <br />LOW LEVEL ALARM <br />859.99 <br />XXX.XX <br />XXX.XX <br />XXX.XX <br />XXX.XX <br />XXX.XX <br />GENERAL NOTES <br />1. CONTRACTOR TO VERIFY PUMP GUIDE RAIL SPACING WITH PUMP SUPPLIER. <br />2. LOCATION AND MOUNTING ARRANGEMENT OF PUMP BASES SHALL BE PER <br />MANUFACTURER'S RECOMMENDATIONS. <br />3. ALL MANHOLES SHALL HAVE GASKETED JOINTS PER MN/DOT STANDARD PLATE 3006. <br />4. ALL BENDS SHALL BE LONG RADIUS. <br />REFERENCE NOTES: <br />0 ACCESS HATCH SHALL BE APPROVED BY THE CITY PRIOR TO FABRICATING THE <br />MANHOLE COVER. <br />02 BASE MANUFACTURER SHALL PROVIDE REBAR DESIGN AND SUBMIT FOR ENGINEER <br />APPROVAL. DESIGN SHALL ASSUME A GROUNDWATER DEPTH TO THE TOP OF THE <br />LIFT STATION. <br />03 CONTRACTOR SHALL BRACE THE VALVE EXTENSION ROD TO THE SIDES OF THE <br />MANHOLE. BRACE SHALL BE CONSTRUCTED OF 1/2" BY 2" WIDE STEEL PLATE. <br />® CONTRACTOR SHALL PROVIDE REQUIRED FITTINGS IN VERTICAL RUN TO ALIGN THE <br />PIPING IN LIFT STATION WITH THE PIPING IN THE VALVE MANHOLE. <br />05 LIFT STATION DESIGN WILL BE FINALIZED ONCE THE FUTURE LAND USES ARE <br />DETERMINED. <br />© CASTING DETAILS ARE SHOWN ON CITY PLATE NO. SEW-2. <br />Kinghorn, <br />CONSTRUCTION <br />REVISION <br />DATE <br />REVISION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State o -sots. <br />I MUIHY A. <br />Date 8/12/24 <br />Lic. No, 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson—anderson.com <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />3395.24 <br />