Midwestern Engineers, Inc. Plan Preview

/ , ' I I i I I I I I I I I I I I I I I I I I \ \ \ \ \ \ ,· \ \ \ ''--.. -- --- I \ ' ' , ', ' ' ' ' ---- ,, / - - ----891---- - -- ------ NE, .Wifx6' CONCRETE EQUIPMENT PAD ,, WVO (2) POSITIVE DISPLACEMENT fi:,a.:=i BLOWERS WITH SOUND ATTENUATING ENCLOSURES D NEW DI AIR HEADER AN_[) FITTINGS / / / .!'JEW DI 90 ° FITTINGS / . ' 1 - D --- INV EL 884 76' NEWSTANDARD MANHOLE No.3 T/C 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" lNV. EL. 884.91' SW 12" INV. EL. 884.67' TOP CONCRETE BASE EL. 884.00' BACKWASH RETURN CONTROL VALVE- BACKWASH RETURN 1O" FLOW METER ' ' G'\ ' �- ' ' , ............. ... ' • ' ' '' ' .... _________ , CONNECT TO EXISTING ' , ' 12" DI PIPE ' , ' ' EXIST. OVERFLOW ' , ' INV. EL 890.6'± ' ' ' [Al ,u, 0 [ " · lo /: @. NEW 20" DI EFFLUENT TO NEW PUMP STATION (REFER TO SHT C2.03) NEW 8" DI FORCE MAIN RETURN LINE FROM NEW I 1----f-,--- FILTERING EQUIPMENT 0 INSTALLED IN PLACE OF EXISTING FM CONNECTION TO EXISTING FORCE MAIN REQUIRED NEW CUT IN CONNECTION WITH 10"x6" DI TEE, 6" PLUG VALVE AND 10" yVTTING - IN $LEEVE '' FROM AIR BLOWER ABOVE WELD LINE MIN 6" ABOVE NORMAL WATER LINE APPROX. 904 O' - - -of---/J EXISTING CONCRETE SLAB - - METAL STRAP THREADED ROD, TYP. METAL CLEAT ----.< STAINLESS STEEL FITTING WELDED IN PLACE(TYPICAL WITH ALL BRANCH LINES) METAL STRAP THREADED ROD (TYPICAL) NEW STN. STL. AIR HEADER / -- METAL CLEAT (TYPICAL) dft'll'::----- NEW PIPE HANGER (TYPICAL) SPACED PER MANUFACTURERS RECOMMENDATION FASTEN NEW FIXED ANCHOR TO EXISTING FLOOR SLAB SPACE PER MANUFACTURERS RECOMMENDATIONS. 1--- EXISTING CONCRETE SLAB ALTERNATED STN.STL. AIR COARSE DIFFUSER (TYPICAL) NEW 6" STN.STL BRANCH LINE I / / / ' ' " II '' / < EXISTING VALVE TIE INTO EXIST. --�'i<J/i­ OVERFLOW PIPE 905.00' I I I I / / / / / / / / I NEW AERATION COARSE BUBBLE i--- - 6" STN STL AIR HEADER(TYPICAL) .,.___ ELEVATED STN. STL. SLAB PIPE ANCHOR (TYPICAL) DIFFUSER (fYP.) --� NEW AERATION COARSE BUBBLE EXIST. 12" OVERFLOW INV EL. 903.50' NEW 12" TELESCOPING VALVE I , , ' ' , ' , ' , . , ' , , ' ' ' c---- 6'' STN. S TL. AIF \ ' ' ' ' ,' HEADER (TYP.IC }IL) . ' /• ·' TANK leFFLiJENf PIPE INV 886.50' (As BUilf ELEV.) NEW A�RATION COARSE BUBilL!c DIFFUSER (TYP ) ---- ,,,- DIFFUSER (TYP.) --9 \ \ ' \ \ ' ' ' ' ' '- - ---- - 1-1--- ELEVATED SYN. STL. SLAB PIPE ANCHOR (TYPICAL) ---- -- - - - --- ----- - ', / . 1 /.1 V'C/ , ' , ' , ' / , , , ' ' , ' ' , / ' ' , ' , ' / ' ' ' ' , , , METAL EXTERIOR ACCESS(REFER TO STRUCTURAL DRAWINGS) 1-- ELEVATED stN, STL. SLAB PIPE ANCHOR (TYPICAL) f---· 6" STN. STL. AIR HoADER (TYPICAL) � STRUCTURE #11 \� EXISTING 8" �: INFLUENT i,: FORCE MAIN "' ,,, � ' I� EXISTING CONCRETE ( EXISTING PINCH TYPE \ STRUCTU � E : : CHECK VALVE \ � 16" ,� i:::, -==±+\ \ I I ' , I I \ : \ '-- TO SLUDGE DEWATERING \ '0' SYSTEM I I I I \ :----- DRYING BED SLUDGE \ ) RETURN LINE \ I : \ \ I I I 1 I I I 1 \ i l�l ' 891.00' I , 1 1 \ \ I I I r� I i: \) 1 I I I I ' ' ' � 1 ' ' I � m """ -C - -�- - __ '.r ' ' ' ' ' ' I I I I ' I [§] I I EXISTING CONCRETE STRUCTURE I I I I I ' ' •Al ,u, .. w �� ' ' ,' I I I I I I I I I I / I / _____ ?" - � _ - - - 891- - - - - _. / / / / I I I I I I ' ' ' ' ' ' ' I ' I ' , ' I ," ;O: ,, ,, I I /' •r , ' ," I I ,.."' I I , ' ' , ' ' ' ' I ' ' ' EXISTING MANHOLE STRUCTURE #10 T/ TANK EL 905 00' $-. MWL 903.� 5'=sz ae _ �- ��·�,�' I �, { EXIST 12" DI 90" BEND . • ./ ' I b .. J I : l \ �--J11 "'\ 0 PIPE ANCHOR DETAIL SCALE: NONE 12" WALL OPENING EL. 903 50' lb''JI E�__JJ 1.. • I 1 , I I,. � I· I f j I I I ' rf ·11 i i I ... . / 1 ;---- EXIST. 12"0 DI PIPE EXISTING CONCRETE WALL ---1.,r .. 11 i 1 · b . , I : 1. • l.1 , J > d I f,,rrl--�- I t , J I j i I . ·11 ' I. · · • I IL ·JI I I ,____ ex1sT. 12"0 01 P1PE I ' ' EXISTING CONCRETE WALL ---;. •• 11 i .lr·.1.! j--J 1( 'JI j: 11 1 1 I f , · I EXISTING CONCRETE WALL -�•-11 r. j I I #6@ 9" O.C. �--,H· r---- EXIST.12''0 DI PIPE! r · · 1 l,r • f.'o--i---r--- EXISTING REBAR I I f .. 1 1 1 #6 VERTICAL@ 12" 0.C. b d (OUTSIDE FACE) I · · , I 1 � • • I � ! i : f. ·1 : i i l EXISTING GRADE L ' � I 891.8±' I '. · 1 , SPECIAL NOTES THREADED STN. STL.ROD AND METAL CLIP USED TO ANCHOR AIR PIPING CORE EXISTING CONCRETE SLAB WITH MIN )\" DIA. HOLE FOR EPOXY FILL AND %" STN. STL. THREADED ROD TO A MIN.DEPTH OF 2):," DEEP. CONFIRM ANCHOR SIZE, DEPTH AND SPACING WITH EQUIPMENT MANUFACTURER. (TYPICAL ALL ANCHORING LOCATIONS) !$,Alr :t �-- -- � - - -- ----------------- __ 1 EXISTING REBAR _____h', j.1 1 1 - - -- - --- - - ------ ------ - #6 HORIZONTAL@ 12" O.C. I b: J'I [__� J NEW 12" DI 90 ° BEND !t/1 '\_�J BOTT. "' · - --. - - -- I •• ,I EL. 890.00'q:, .. • " ' �·. -;-- --,- ----;-, -----. . . ,, . .. .. . ' ·. ,. . ' ' .. EXISTING 90' DI BEND TO BE REMOVED RESTRAINING FLANGE FOR 16" DI PIPE REQUIRED (TYPICAL) PROVIDE PERMANENT SEAL TO LOCATION OF PIPE CUT - --- --- - -::....- ; - -- - --- '- '- / / / / _--:..�----_ - ___ ------- FROM SLUDGE DRYING BEDS . ' . ' ·, ' ZZA- EXISTING 12" PIPE TO y POLISHING POND TO BE ABANDONED IN PLACE ' - '­ '- ---------------------- --- ...,_..:::.._-- - - - ----- - ------- ------ ----- --- / / - -- ,:;-- - BACKWASH HOLDING STRUCTURE BWH SCALE: 1 /8" - 1'-D" LEGEND w� EXISTING STRUCTURES OR ITEMS TO BE ABANDONED IN PLACE � X EXISTING PIPE OR STRUCTURES OR ITEMS TO BE REMOVED 2_.D EXISTING PIPE PERMANENTLY CLOSED WITH CONCRETE PLUG · -000- - Existing Contour Elevation ---- ---- --- - - - - - -889- - - - - - - - - PIPE INV. , EL. 884.76'Gl PROVIDE CONCRETE THRUST BLOCK FOR PIPE SUPPORT - -- EX. INV. 887.0'± NEW 12" DI EFFLUENT .. TO NEW MANHOLE No.3 (REFER TO SHT. C2.03) 1 BWH - NEW OVERFLOW DETAIL SCALE, 1 /2" - 1 '-0" I REVISIONS = -;8 u Of. .... 5 !:::1 - C t; ::.l ,;: - � uJa ·fl . - ;.; � � . :: u ; .. C : 0 " ;.: ,, ' • � =-= .:: u BID SET C2024 Midw�s!em Engineers. Inc. 802 Wc;;1 Broadway Street P.O. Box 295 Looi;ootce, !ndiana 47553 OAT£ MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 Pll.01 54 OF 126 Fll.£ NUMBER 44012 I Do Not Use Plan Previews for Take Off