Midwestern Engineers, Inc. Plan Preview

T/WALL 1" CHAMFER EA. SIDE � 1 • -O" r ELEV. 436.00' ' ,. 1'-6" 8" 7l (2)-CONTINUOUS #5 HORZ. BARS -:::::::: � ' � T/GROUT VARIES J ELEV. 431.25' = /, "' ' TO 430.58' ' � " ' N I - ' - <I! T,'CONC EFFLUENT TROUGH N ELEV. 430.50' J - • ..:.r::t 1 # 5 HORZ. DOWELS @ 12" O.C.E.F. I\ -- ,. '' ;..,2'-2"� \_#5 VERT SU£ ,, . . ,,. .��- :<- DOWEL @ ¾¾v ./2 �' ,, •, r- ' >%?,''�'�°' )>,'� « "' -�<1/ • 12" o.c. T/WALL ELEV. 436.00 INSTALL ON ALL EXPOSED PIPING, HEAT TRACE AND 2" INSULATION w/ALUM. JACKET A MIN. OF 42" BELOW FINISH GRADE, PLACE MIN. 6"Wx12"0 STONE BASE AROUND PERIMETER OF JACKET- -� J� 1 a" J INSTALL MIN. 6"W x 12"0 STONE BASE AROUND INSULATION JACKET CHAMFERED EDGE 51 10 ' '° +--.' - 6 S3.05 FRP WEIR CHAMFERED EDGE LAUNDER COVER, WEIR AND SCUM BAFFLE, SEE EQUIPMENT DETAILS SHEETS S3.07-S3.10, INSTALLATION PER MFGR RECOMMENDATION T CONC. ELEV 430.50' T GROUT 8" ELEV 430.58' 3'-4" 2'-0" 8" T CONC. ELEV 429.00' T CONC. ELEV 430.50' T GROUT ELEV 430.58' T/WEIR ELEV. 432.00' T WEIR WALL S3.05 -,--=- ,- -__J_���t'..__-L_--f-:=C:::::::L---ac::::::::=::__ GROUT SLOPE ELEV. 431.71' T GROUT ELEV. 430.58' T/CONC. TROUGH ELEV. 430.50' EFFLUENT TROUGH DROPS TO EFFLUENT PIPE ,l,,-t===st:LOOPP EE GROUT TO INLET OF 14" 0.1. T/CONC. EFFLUENT • EFFLUENT TROUGH DROPS TO EFFLUENT PIPE FLOOR TO EFFLUENT PIPE 14" WALL SLEEVE INV. 429.0' 5 PARTIAL PLAN AT EFFLUENT TROUGH CHAMFERED EDGE T/GROUT ELEV. 430.58' Scale: 3/4" = 1'-0" FRP WEIR T/WEIR ELEV. 432.0' 0 I "' 3'-0" PLAN VIEW ELECTRIC FLOOR STAND ACTUATOR, SEE SPECS INSTALL ACTUATOR ON 36" SQ. MIN. 12"0 CONCRETE SUPPORT PAD OVER COMPACTED GRANULAR FILL ELECTRIC FLOOR STAND ACTUATOR, SEE SPECS ,. -/-"{ :< 0 I \ ". #5 HORZ. BARS @ PROP GR. ' I 1o" O.C.E.F. TROUGH & 14 D.I. ELEV./INV. 429.0D' ROUGH/WEIR WALL ELEV. 431.71 INSTALL ACTUATOR ON 36" SQ. MIN. 12"0 CONCRETE SUPPORT PAD OVER COMPACTED GRANULAR FlLL [SEE CIVIL GRADING PLANS] J " , ' ! ' �i-� EXG GR.('" [SEE CIVIL GRADING PLANS][ � } lit;' ,'; � ·¼i - ---- � '.,. ·r I_ t , . •�- " ..,,,.. • . � � ,. ... CURRENT BAFFLE, SEE EQUIPMENT DETAILS SHEET ER S3.11, INSTALLATION P MFGR RECOMMENDATION - #5 HORZ. BARS @ 8" O.C.E.F. SEE GENERAL NOTE No. 5 � � T/GROUT ELEV. 419.82' T/22" T CONC. SLAB ELEV. 419.65' SEE GENERAL 8" SLUDGE INV. 414.75' T SLAB INV. 414.50' ' 1 '-6" I � I' 1J¾ $ v w v I• 0 V '1-;' I "' 3'-o" # 5 VERT. BARS @ 12" O.C.E.F. J:!i 1O" � #5 VERT. DOWELS @ 12" O.C.O. // FJ #6 VERT. DOWELS @ 6" O.C.1.F. � // �:g � FLEXIBLE PVC WATERSTOP // ROUGHEN TOP SURFACE OF SLA AMPLITUDE AT SLAB/WALL INTER 12" B l " MIN. FACE / / ------------ . ,,,ifl ------------ ' "' ' ,, \A j .'l"-1:<-": . I . ' 0 - I 3" - ,- - � • ' . I .... � " .... "' 4_/ NOTE No. BA T #6 HORZ. RS &B @ T 16" T CONC SLAB ELEV. 413.50' 2" GR a· . - - -, . y . . • . ./ - I � . . / �- N� ... ' -- ..... , -, 1. 2_ ' 6" O.C.E.W. L 1 WALL SECTION 3'-8¾" (F.V.) 4 S3.05 7'-6" 14" CENTER # T/SLAB ELEV. 418.18' INSTALL 24"SQ.X12"D GRAVEL BASE AROUND EFFLUENT PIPE -z-.-r :, 14" D.I. $ INV. 422.77' '° I "' 23 33 EFFLUENT TROUGH DROPS TO EFFLUENT PIPE CURRENT BAFFLE, SEE EQUIPMENT DETAILS SHEET S3.11, HEIGHT/LOCATION & INSTALLATION PER MFGR RECOMMENDATION 14" 0.1. EFFLUENT PIPE INV. 429.00' (SHOWN OUT OF VIEW) f 8" ,l 2'-0" 3'-4" ' -k'<N I GROUT SLOPE TROUGH T/GROUT ELEV VARIES FROM 431.75' TO 431.58' SEE S3.02 FOR ADDITIONAL INFORMATION T/CONC. TROUGH ELEV. 430.50 T/CONC. EFFLUENT TROUGH ELEV 429.00 GROUT SLOPE FLOOR TO EFFLUENT PIPE 6 SECTION THRU EFFLUENT TROUGH Scale: 3/4" = 1'-0" SECTIONS INSTALL PLUG VALVE w/ELECTRIC ACTUATOR PROVIDE BLOCKING UNDER VALVES AS REQUIRED 3 SECTION THRU EFFLUENT TROUGH 7 ACTUATOR INSTALLATION DETAIL 2" T GROUT T 22" T CONC. SLAB 18" 0.1. INFLUENT INV. 414.00' T 16" T CONC. SLAB ELEV. 413.50' 2" GROUT 4 Scale: 3/4" = 1'-o" 3'-8¾" (F.V.) SECTION THRU SLUDGE PIT Scale: 3 4 = 1 -0 I" ' " 2" T GROUT #5 VERT. DOWELS @ 1 a" o.c.--- hll [BEND VERT. DOWELS INTO SLAB] 10" 8" SLUDGE INV. 414.75' T PIT SLAB ELEY. 414.50' #4's HORZ. @ 6" O.C.O.F. #4 HOOPS @ 6" O.C.I.F. #5's T&B @ 1Q" O.C.E.W. T/WALL $ ELEV. 436.00' INSTALL ON ALL EXPOSED PIPING, HEAT TRACE AND 2" INSULATION w/ALUM. JACKET A MIN. OF 42" BELOW FINISH GRADE, PLACE MIN. 6"Wx12"0 STONE BASE AROUND-� PERIMETER OF JACKET 6" D.I. SCUM LINE 6" D.I. SCUM LINE $ INV. 425.00' 51 10 37 37 NOT TO SCALE SCUM TROUGH G X-SECTION THRU SCUM TROUGH Scale: 1/4" = 1'-0" NOTE, SEE SHEET S3.02 FOR PIPING AND EQUIPMENT SCHEDULE NEW AND EXISTING CLARIFIERS FLOW SPLITTER BOX, NEW FINAL CLARIFIERS AND RAS/ WAS PUMP STATION - SECTIONS • I REVISIONS BID SET @ 2021 ,\lidv,.e,1em Engincc,...,_ Inc. 802 I V ,:-1 Brn"d":" Str,,,�1 l'.O. lfox 295 Luog<)()l.,,•_ Indiana -!7553 DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. o.c. CHECK R.D.W. PROJECT NUMBER 2015078-01 S3.05 56 OF 114 FILE NUMBER 42016 Do Not Use Plan Previews for Take Off