Midwestern Engineers, Inc. Plan Preview

ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 / / / "1=1 = = 1 PROJECT KEY DESCRIPTION Sludge Suction Pump on Equipment Pad Existing Backwash Holding Structure Concrete Wall Water Penetration Seal. "Link-Seal" or equal 6" DI Pipe Flange / M.J. Bend Req'd Concrete Apron 6" Steel Bollard w/ Concrete Fill and Yellow Safety Cover. Refer to Detail 11 on Sht. C2.06 6" DI Vertical Pipe Effluent to Dewatering System 6" Plug Valve, Electric Actuator or w/ Pull Chain Operator Welded Metal Pipe Support for Sludge Bag Influent Piping 6" D./.M.J Bend Metal Storage Container w/ Storage Bag Concrete Surface - Equipment, Access, Miscellaneous Concrete Curb (Refer to Detail 7 on Sht. C2.04) 40 LF of 8" Concrete Trench Drain (Refer to Detail 9 on Sht. C2.04) 6" PVC Pipe From Trench Drain 8" DI Pipe w/ Flange Adapter to Connect PVC Pipe NEW 2Y," YARD HYDRANT NEW 6" CHECK VALVE NEW 10"x10"x6" MJ TEE AND 6" PLUG VALVE AND VALVE BOX TO GRADE W/ CAP IN CONCRETE PAD �" Expansion Joint Required 6" x 4" DI Reducing Bend, 4" Flexible Hose and Cam-Loe Connection Device ' � ' /, �· ' / ' - - D D ' NEW10'x 6'CONC. PAD TWO (2) POSITIVE DISPLACEMENT BLOWERS WIT ATTENUATING -- - ------- H SOUND ENCLOSURES - flE INTO �Xi@flNG OVERFLOW PIPE NEW 12" TELESCOPING VALVE ' -=rF 890.82' NEW STANDARD MANHOLE No.3 TIC EL. 891.00' N: 2252395.2838 E: 507903.4094 (DOG HOUSE OPENING) N. LINE GROUT FILLED NE. 20" INV. EL. 884.14' S. 12" INV. EL. 884.67' SE 8" INV. EL 884 91' SW 12" INV. EL. 884.67' 80% PIPE EL. 885.47' TOP CONCRETE BASE EL. 884 00' BACKWASH HOLDING TANK \ RETURN CONTROL VALVE BACKWASH RETURN ' ' ' 1O" FLOW METER STR / / / / / / .. ... -- -- .. ___ .. 891 ' ' / "' // , ' ' / '> / / / / / ,/ / / "' " " \ \ 20 @ \ ' \ :/\1 ,u, I I I ' I ' ' INV 884.91' 4 INV. 884.99' ' I ' ' ,, ' ' I ' 11 I i 1 I ,, ' I,' I ,I ' ' ' ' I ,, ,, I 'I ' ,, ' ' ' ' ' ' ' ' ' ' ' �891.00' <7 ' 0 I QJ 4'-6" ::--\,,�-, ' _J '/ <7 ' I I I I , <7 4 <7 36'-6" 891 00' <J 6" POURED CONCRETE SLAB w/ W.W.R. OVER MIN. 6" COMPACTED BASE " 4 /_J <7 / g. cn01.J ' ' 891.00' � � ' ' " / 4<1 ' _j,'l SL- 26 <7 ' l/ ' <7 ' 4 <7 4 4 13 4 4 ·/t: <7 1 4 �'./ <J .J \ r"���=�==�:====------'= 3 � 2 �·-� o �·�· il -,;=l �mN�/:__ "J_:__: ',i J " <7 /' / _J -- � - - --- - ---------- , --- -- , L CROWN "' 4 1 13.0 4 4 SL-2 @J{Q ' ' <' CROYJN <1 - � -- -- -- --- - ----- -- -- <' -- ,1 _ 891.10· I 12 <1 <7 < a / ' ' ' ., SLUDGE STORAGE BAG#1 C 21 891.00' <7 f/ 4 i <I / _J 0 in 1 4 I s • --� 10 ; ' ' •r'-1r'. ' ' __, 4 22 SLUDGE STORAGE BAG#2 E 8" PVC DRAIN PIPE INV. 885.02' 1 "'" REF. TO DeTAll 2 / 'a ,, ON SHf, C2.05 ' ' ' ' +-·--� ' " I I i'OLYMER FEEtl EQIJll'MENT. riN. FbR. EL. �il1.Ja 1 {Sl'i� $HT. P1j 02) ' "' I "" - ---..l ' ll i i <7 ' ' <7 4 <7 ' ' 4 <7 4 ' � "' I "' "' <7 <I 4 <7 _J / 4 J' 4 <7 ' 0 I /_J <7 QJ "' <7 • NEW IBbUDG� IJRYING BED 4 4 -+-- NEW CONCRETE WALL <7 22'-o" 4 891.50' " <7 / -l <7 4 /_J <7 <7 <7 <7 4 <7 4 '1 <7 4 J / <7 <I METAL EXTERIOR ACCESS FASTENED TO TANK WALL (REFER TO STRUCTURAL DRAWINGS) / / / / / / \ : � I ,, I Sl·2t---!---t+-__:9 :'__ '=-."_0 _" --i -tf--'- (REFER TO DETAIL 2 ON SHT. P9.03) 9 IBACKWASH HOLDING STRUCTUREI / / = / / / / ; / / / / ; , , ; ; / ; , / / / ; ; / ; , ; / , / , ; ; / ; , ; / ; / / / ; / / / / ; ; , / / / / , / K/ 17 I ANK EFFLUENT / / / , / / , / " / " , / / / / / , , / , / , / / , / / / / , / , / " / , / , / " , , / =t1 , / u / , , , / / / / / / / / / / " / / / / / / \ \ \ ' '' r====t: ::;:=: ========::::::=•=::;=P :\, / \\ � BACKWASH TANK < FOUNDATION \ \ \ \ 13 891 00' ' ' I ' 1/\: ,u, I I \ ' ' I I I : I : I I \ I I : ' ' 66 LF OF 6': �U�P SUCTION LINE TO NEW CHEMICAL PUMP ROOM ' ' ' I ' ' ' ' 115 LF OF 6" SLUDGE RETURN LINE TO SLUDGE DRYING BEDS ----/ 88 LF OF 6" SLUDGE RETURN FORCE MAIN TO SLUDGE CHEMICAL BLDG t ; / / / / / / / / , EXISTING CONCRETE WALL� ' I \ ' ' \ : : \ : : / / ' . ' / ; / STRUCTURE DESIGNATOR KEY @ DRY SLUDGE STORAGE BAY IMPROVEMENTS @ EXISTING BACKWASH HOLDING STRUCTURE IMPROVEMENTS � NEW SLUDGE DEWATER!NG SYSTEM I : I I ' I I I I I ' I I I EXISTING INFLUENT \ 1 FORCE MAIN \ ______ ___ ----- - \I --- - 'f- j,,j, : l------ _________ .=-==t=- i--r_g________ .i:�/ ' ' "" I �! : SPECIAL NOTE NEW 6" DI SLUDGE LINE TO DRYING BED INFLUENT PIPING REF. TO SHT. P9 01 CONTRACTOR TO CUT EXISTING 10" DI HOLDING TANK EFFLUENT PIPE TO INSTALL NEW 10"x10"x6" MJ TEE, AND 10" MJ CUTTING-IN SLEEVE PRIOR TO EXISTING MANHOLE STR#11 AS SHOWN IN PLAN VIEW INSTALL 6" DI PIPE, 6" RESILIENT WEDGE GATE VALVE, AND VALVE BOX TO GRADE. INSTALL BOX CAP IN MIN. 18"x18" CONC. SLAB. SLUDGE DEWATERING - SITE PLAN SCALE: 1" - 5'-0" PLAN SHEET LEGEND EP Proposed Edge of Pavement Existing Pipe Permanent Plug STRUCTURE LOCATION SCHEDULE NUMBER EASTING NORTHING DESCRIPTION SL-23 507926.0523 2252360.4008 Southwest Corner New Concrete Chemical Building Pad SL-24 507936.5519 2252380.3357 Northeast Corner New Concrete Chemical Building Pad SL-25 507917.5850 2252381.7667 Southwest Corner New Concrete Dewatering Equipment Pad SL-26 507952.3161 2252417.2696 Northeast Corner New Concrete Dewatering Equipment Pad REVISIONS BID SET c,2024 l>'iidwes!em Engineers. !nc. 802 Wesl Brnatlway Street P.O. Box 295 Loogootee. Indi.ona 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 P13.01 59 OF 126 I Fll.£ NUMBER I 44007 Do Not Use Plan Previews for Take Off