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60"0 PRECAST MANHOLE <br />SECTIONS WITH R4 JOINTS / <br />/ F— <br />t <br />/ <br />T — <br />VENT \ <br />4—� <br />PRECASTCONCRETE <br />TOP SLAB <br />.\ 6" ALPHA COUPLING BY <br />\ ROMAC INDUSTRIES I6"HDPE TO 6' DIP) <br />CON N ECT TO EX HDPE FM� <br />I 1� <br />FLOW — <br />/ 6"HDPE FORCEMAIN <br />EFFLUENT PIPE <br />24"00" CLEAR OPENING SINGLE DOOR 300-PSF <br />ACCESS HATCH WITH SAFETY GRATING, CAST INTO TOP <br />SLAB. HATCH AND SAFETY GRATING HINGE LOCATIONS <br />TO BE DETERMINED DURING SUBMITTAL REVIEW. <br />HATCH SHALL BE PEDESTRIAN RATED ALUMINUM SAFE <br />HATCH AS MANUFACTURED BY EJ GROUP, INC. <br />4" DIP <br />424 MESH <br />STAINLESS STEEL <br />SCREEN WELDED <br />TO OPENING OF WELDED <br />PIPE 6" FLANGE TO PLUG C&G <br />SEEPAGE <br />RING <br />6" REDUCING FLANGE TO 4" NPT <br />4" NPT PIPE NIPPLE <br />4" NPT STRAIGHT CONNECTOR <br />WELD SEETOP SLAB <br />CONTINUOUS PLAN FOR INSTALL EXISTING FLYGT BS2840-MT <br />BOTH SIDES REINFORCING DEWATERING PUMP W/ 4" <br />VENT—N.T.S. NPT DISCHARGE <br />BACKER ELASTOMERIC SEAL <br />CORD ELEMENT <br />NON -SHRINK SS BOLT <br />MONOLITHIC BOTTOM <br />GROUT PRESSURE <br />PRESSURE <br />mrloen <br />CHAIN/CABLE RACK BOLTED TO LID AT HATCH <br />OPENING.RACK/HOOKS/FLOAT BRACKET SHALL <br />BE STAINLESS STEEL MODEL 6AHB MANUFACTURED BY <br />CONERY. <br />24" 130" ACCESS HATCH W/ SAFETY GRATING <br />EL. 948.52 <br />NEW 18" RCP SUBMERGED <br />SINFLUENT PIPE <br />TEEL REINFORCED PLASTIC STEPS SHALL BE A POLYPROPYLENE <br />PLASTIC REINFORCED WITH A N0.2 DEFORMED STEEL ROD <br />GRADE60 <br />6" FLANGE TO <br />6"' DIP SOCKET C&G <br />6"HDPE FORCEMAIN <br />Un EFFLUENT PIPE <br />FM INV. EL. 945.10 <br />60" 0 PRECAST MANHOLE <br />SECTIONS WITH R4 JOINTS <br />I <br />6" HOSE W/ SOCKET AND <br />PLUG ENDS <br />PLAN VIEW <br />NEW LIFTING CHAIN W/ BOW SHACKLE, <br />DO NOT BOLT FRONT OF TRASH <br />HANG FROM RACK AT TOP OF STRUCTURE WITH APPROPRIATE SLACK <br />GUARD TO FLARED END, ONLY HINGE AT TOP OF PIPE. <br />TIE PIPE APRON AND ALL <br />AFFIX CHAIN TO BOTTOM OF TRASH GUARD AND <br />PIPE SEGMENTS TOGETHER <br />MAKE ACCESSIBLE ON SHORE TO ALLOW FOR <br />TRASH GUARD TO BE RAISED FROM LAND. <br />LAKE NW�EL�35.00 <br />I <br />FLOW NEW 18"RCP SUBMERGED <br />I <br />INFLUENT PIPE <br />INV. EL. 933.80 <br />1=932.80 <br />PROVIDE SUITABLE BEDDING <br />MATERIAL <br />SUBMERGED 18" RCP FLARED END FITTED WITH BULLNOSE <br />STRUCTURE BOTTOM EL. 931.80 TRASH GUARD, HAALA TG30BN OR APPROVED EQUAL. <br />os,1 6" ANTI -BUOYANCY COLLAR <br />CORE DRILLED <br />v�IM ' HOLE 1 DRAINAGE STRUCTURE DESIGN SPECIAL 3 (STORM LIFT STATION) <br />• e • - EXISTING CONC. LID 107 <br />WALL PENETRATIONS RESTRAINT <br />CONSTRUCTED IN STRUCTURE — N.T.S. <br />NOTES: <br />1. ALL PIPE JOINTS SHALL BE TIED <br />2. FIELD VERIFY LOCATION AND ELEVATION OF EXISTING FORCEMAIN <br />DRAFTa)'wLmml4 URN—LE,MNVERUE MP CITY OFARDENHILLS,MINNESOTA <br />M E N I( E N 55 <br />"no"e Isszl eso-osas � W ana 2026 PIMP STREET& UTILITY IMPROVEMENTS stiff, <br />m.: es srvnie�eones-me"n.<om EN HII LS aK C1.08 <br />.w,v,.eono�-me�n.<om LIFT STATION DETAILS <br />