Midwestern Engineers, Inc. Plan Preview

PUMP HOIST TROLLEY AND MOTOR. INV. EL. 885.80' NEW FILTERING EQUIPMENT 8" DI RETURN DRAIN LINE. REFER TO SHT. C2 03 : • I j ' 3) � 8" DI TANK DRAIN LINE INV. EL. 885 96' ' 2" PVC DRAIN LINE FROM METERING VAULT 4'-10" Cl. HOIST ----------- 3 0- 0 1,------- ------------, - End Slab (Above) I I I 34 CENTERLINE i . � : PUMP HOIST -.b I i I 8 7,1 OT 1 )( � ! _ j885 83' I _ 39 _� }--�r"'4� , 6 30 -----�' WET WEATHER 1 ' I ,---- --· ---�----------� I 28 / �-- PUMP No 3 NEW HEADWORKS EFFLUENT TO PUMP STATION No.1 .. REFER TO SHT C2 03 / 47 � SLOPE GROUT FILL --- WET WEATHER PUMP No.2 TO l'UMP AREA �1 I ' I EDGE OF CONGR!itli 870.75' 867 06' GONGREfla SbA9 AB0Ve �--�-� : __C�lJ'�;;,,_- =-·= WET WEATHER • , PUMP No.1 I CENTERblNE PUMP HOIST -· j � j I ' 866 91' L--� ---- PROCESS PUMP No.2 · ·-·-' � SLOPE GROUT FILL co TO PUMP AREA --.-; ' N 14 C2.06 � CL_�� P ::c-1-___::,,-. �PROCES £ P �P_N o _1J 1;4··;n. INV 864.00' 48 (0 ' II II II 49 - 2'-4�" I I' 886.02' HP +--'-120 ��'74,\�"1if-tjjc'f:��L--/��-f'----;l;;;?f�- PUMP HATCH OUTUNE SHOWN FOR CLARITY (TYPICAL) ' I End Slab Above N " ' " - ' ;:J::! (0 _, N L---------------------------------------- II II II -------------_J 2" PVC DRAIN LINE FROM METERING VAULT 20"x6" MJ TEE w/ JOINT --- I RESTRAINT ADAPTER NEW 20" DI BACKWASH RETURN LINE REFER TO SHT C2.03 4'-10" Cl. HOIST 6" DI WYE w/ JOINT RESTRAINT ADAPTERS (REF. TO SHT C2.03) -- PUMP HOIST TROLLEY AND MOTOR. NEW PUMPING STATION - OVERALL PLAN VIEW SCALE: %" � 1' -0" NEW 18" D.I. FORCE MAIN TO NEW FILTERING STRUCTURE REFER TO SHT. C2.03 NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 -· 41 42 43 44 45 46 47 48 49 TO EXISTING FLOW � .. DIVISION STRUCTURE No 1 1 REFER TO SHT. C2 03 & P2.03 P4.03 1 PIPING KEY PIPING 1" PVC Air Release Valve Drain To Wet Well (Typical) 2" PVC Drain w/ Duckbill Check Valve 4" Magnetic Flow Meter 4" DI Pipe 6" x 4" DI Reducer w/ Joint Restraint 6" DI Pipe 6" Flexible Coupling 6" Thrust Collar Wall Pipe w/ 8.9"0 Collar, 1'�6'' Long, Fig X Fig. 6" Transition Coupling 6" Check Valve 6" Ptug Valve 6" DI 90 ° Bend, Flange or w/ Joint Restraint 6" DI Tee 8" DI Pipe 8" x 6" DI Reducer 8" x 6" DI Tee 8" DI Tee 8" DI Fitting w/ flange Adapter 10" DI Pipe 10" DI 90 ° Bend, Flanged or w/ Joint Restraint 1O" Flexible Coupling 10" Thrust Collar Wall Pipe w/ 13.10"0 Collar, 1'-6" Long, Fig. X Fig. 1O" Transition Coupling 1O" Check Valve 1O" Plug Valve New 14" DI Influent Pipe to Tank No.2 Wet Well New 14" MJ 90 ° Bend w/ Joint Restraint 16" DI Pipe 16" Magnetic Meter 18" DI Pipe 18" X 6" DI Tee 18" x 1O" DI Reducer 18" x 10" DI Tee 18" DI 45 ° Bend 18" x 16" DI Reducer w/ Joint Restraint New Wall Sleeve (Match Influent Pipe Size) 2'-8" Long "Link-Seal" Water Proofing or Approved Equal, See Detail 8 on Shi. C2.04 4" Air Release Valve With 1" Drain Outlet Grout Seal Wall Opehlng Around Pipe . -- 36" x 30" Aluminum Access Hatch Outline - -- - l'rocass f'ymp Wet Weather l'ump - - - ·- - ··- - - -- - - ·- New 48" Dia. Precast Cohcrete Structure w/ Aluminum Access Hatch - - - Aluminum Access Ladder w/ Fall Arrest System {Ref. to Detail 2 on Sht. P4 03) Proposed 6" DI Sludge Return Line From Existing Digester Tanks Proposed 6" PVC From Proposed Chemical Building Floor Drain 30" D.I. Pipe 3" PVC Pipe and Fittings w/ %" Braided Chemical Feed Line 2" PVC Metering Str. Drain Line w/ Duck Bill Check Valve 37%" 24" SEE NOTE 3 9�" 3 2 " >--'-4---,----=------l/ w 9"0 FLANGE 4" 0 DISCHARGE f­ w (l'. u z w - - PROCESS PUMP LAYOUT - TYPICAL OF 2 SCALE: 3/4"" � 1'-0" 49%" 24 " SEE NOTE 3 11),;5" 2'-10" w 13.5"0 FLANGE % ' 8" 0 DISCHARGE 4o/,e" 5 !z " w 3 %" WET WEATHER PUMP LAYOUT - TYPICAL OF 3 SCALE: 3/4"" � 1'-0" L, Cl f: _::: Ll _.c: NE ;_c ,_.__ DRAWING NO. FOR__:,..:_/ SECTION VIEW - REVISIONS BDSET C2024 Midwc.1cem Engineer:<. Inc 802 Wesl Brnadw"y Street P.O Box 29S Lougoott>e. lndi�na 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P_ Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 P4.01 SECTION REFERENCE 27 OF 126 I Fll.£ NUMBER I 440 3 9 Do Not Use Plan Previews for Take Off