Midwestern Engineers, Inc. Plan Preview

<'.) ., D �' = l1' D t' ?k� �w N" �. � ' N" 0 �1 ;r; ",, �� "g N• .. eo •w Q -... De -w BJ "' "' "" � -... ', � :i1 <3i � 8ooe u .. 50 < w I. cf. � ooY � Q i, N � �£ (I! T/WALL & SLAB ELEV. 431.0' PROVIDE MIN. 6" COMPACTED STONE BASE UNDER STORAGE BUILDING. T SLAB ELEV. 423.0' EXISTING INFLUENT STORM DRAIN FROM EX CB2 INV 419.22' \ EXISTING INFLUENT STORM DRAIN FROM EX CB1 INV 420.41' EXISTING 14" D.I. INFLUENT PIPE / PLANT EFFLUENT FROM EXISTING U.V. STRUCTURE TO BE ABANDONED, SEAL AT STRUCTURE WALL INV 424.92' EX. EFFLUENT CHAMBER EL. 432.70' INV. 418.60' : 1/, 12" T POUREO CONG. WALL w/ #5 BARS @ 12" O.C.E.W.E.F. (1YP ALL WALLS SHOWN ON THIS SECTION) #5 VERT. DOWELS @ 12" O.C.E.F. (1YP ALL WALLS SHOWN ON THIS SECTION) EX. MH3 - - - --._ (WATER SEAL & CHLORINE SOLUTION MANHOLE) TO BE DEMOLISHED REUSE BYPASS FITTING WHEN NEW 14" U.V. LINE IS READY TO BE PLACED IN SERVICE " 1=--=\ INSTALL TEMPORARY 14" BY-PASS LINE TO EX. U.V. STRUCTURE / ¢ 1� EXISTING U.V. -{ STATIONARY DAVIT CRANE SIMILAR OR EQUAL TO "THERN" 14'x12' U.V. STORAGE BUILDING SEE SHEET S6.04 FOR DETAILS MODEL No: C PTAIN 1500/571M2 SERIES w/ RATCHET S1YLE SCREW-JACK ORDERED SEPARATELY +2.25' 427.00' -�-¥- INSTALL ALUM. GRATING OVER OPENINGS LONG DIRECTION 6'-0" 16" D.I. (I! INV. 424.0' 0 7 10'-2" 80" MIN. p •�29'-10"� FLEXIBLE PVC WATERSTOP (1YP. U.N.O.) 18" T POURED CONC. SLAB w/ #6 BARS T/B @ 12" O.C.E.W. GROUT SLOPE FLOOR TO DRAIN B SECTION SCALE: 1/4" - 1'-0" EXISTING 14" 0.1. PIPE FROM EXISTING FINAL CLARIFIERS EXISTING 2" NPW LINE TO BE ABANDONED. CUT, CAP AND BLOCK BOTH LIVE AND ABANDONED LINES �EXISTING CHLORINE FEED LINE TO BE INV 421.49' ABANDONED. CUT, CAP AND BLOCK BOTH LIVE ANO ABANDONED LINES INSTALL NEW 14" LINE TO NEW U.V. STRUCTURE EX. 14" TO BE REMOVED MTL 12" T CONC. SLAB w/ #5 BARS T/B OUTER FACES IN SHORT DIRECTION @ 12" O.C. & #4 BARS @ 1O" O.C. LONG DIRECTION 9'-4" j" EXP. JOINT w/ JOINT SEALANT (1YP. @ ALL STOOP AREAS) 4" T SLAB w/ 4x4-W4xW4 WWF & 8" TURNDOWN WALL EX GRADE 431.27' :),>'·----------­GRADE 430.67'-430.33 14" D.I. INFLUENT PIPE FROM EXISTING FINAL CLARIFIERS INV 421.33' 18" D.I. INFLUENT $ i/ lNV 421.oo' T SLAB ELEV. 420.50' 18" T POURED CONC. SLAB w/ #6 BARS T/B @ 12" O.C.E.W. 14" D.I. PIPE FROM EXISTING FINAL CLARIFIERS INV 421.33' SLIDE GATE SCHEDULE No. OPENING SIZE DESCRIPTION [j] 1'-6" W ' 1'-6" H x 11'-o"v NORMALLY OPENED 1'-2" w ' 1 '-2 " H X 8'-]" V NORMALLY OPENED 1'-Q" w ' 4'-0" H X 6'-3 " V NORMALLY OPENED [±] 4' -o " w ' 4'-o" H x 6'-3" V NORMALLY CLOSEO NOTE: 1. SLIDE GATE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 2. CONTRACTOR TO SUPPLY SLIDE GATES FOR ALL SLIDE GATE LOCATIONS WHETHER NORMALLY OPENED OR CLOSED. �1: I EXISTING U.V. STRUCTURE TO/ BE DEMOLISHED AFTER NEW ]f4 r::__-+------------==i------+--1--+------. \ U.V. IS ONLINE EX. 24" STORM DRAIN / PLANT EFFLUENT FROM EFFLUENT CHAMBER 0 I N u " N 0 I -;,- N 7'-4" 12" 6'-4 " INV. 423.0' J 12" ' ' 0 C p - - 32�8,,__ 26'-8" •. •.-· 32" " p "1'11 I 80" MIN. <.D I p , J 7 I 18" D.I. PIPE FROM NEW FINAL CLARIFIERS INV. 421.oo· 0 I rn 0 0 I ... INSTALL ALUM. -- GRATING OVER OPENINGS PIPE & TUBE RAILING � "GUARDRAIL" INSTALL NEW U.V. EQUIPMENT, SEE SHEET S6.03 4" T SLAB w/--- 4x4-W4xW4 WWF & 8" TURNDOWN WALL '° I .,., ITEM A B C D E F G H J K L M N 0 p Q R s T u V 1 S6.01 M602 2" FLOOR ': · ;: G "' 0 0 ' n T/SLAB 431.0' CONNECT NEW 20" D.I. EFFLUENT TO EXISTING 24" D.I. EFFLUENT PIPE C S603 A S601 Q / 0 '° N + - -+-+---,,-�- G 0 . •;. · ... � DRAIN PIPE ••• · V .. . -· . INV. 422.0' ' ' ,,,• . ,;• •• , .'- ' ,. . : ._· . . ,, ·,- ' : 2·-10" INSTALL NEW U.V. N 0 . i I .,., N 0 I .,., G 0 _ · ,• · .· ., :_ · , · . ,,.. • . EQUIPMENT, SEE .,. · , ,. ,· • • -·- - � •• SHEET S6 03 - - ---+ --- r ' 71-�--· -- · t- �' �- ·�· ·�� --;---� ·�, �- , -- _. 't , -' �: -�- �+-��- �· �· �· �· ·-· �, .:.-· · - �- - - �- - � ' - · - " · - · - · ---t-----1--------· ----+-+---+-+------- 20" 0.1. EFFLUENT PIPE INV 419 50' I _J I "' 0 I ... I '° N 12" T POURED CONC. w/#5 BARS @ 12" O.C T SLAB ELEV. 424.75' #5 VERT. DOWELS @ 12" O.C.E.F. T SLAB �ELEV. 419.0' , "' 4'- 6" -SHORT DIRECTION SELF-EXPANDING RUBBER STRIP WATERSTOP 13'-6" ' . I.F. PIPING SCHEDULE DESCRIPTION 16",16",16" D.I. FLG. TEE (W/BASE ELBOW & CONCRETE SUPPORT AS REQUIRED) 16" PLUG VALVE 16" D.I. 90' BENO (FLG. OR M.J.) (W/BASE ELBOW & CONCRETE SUPPORT AS REQUIRED) 16" METER, PER SPEC. 14" D.I. 90' BEND (M.J. OR FLG.) 14" D.I. 45· BEND (M.J. OR FLG.) MEGA-LUG RESTRAINER, SIZE PER LINE MECHANICAL JOINT ADAPTER, SIZE PER LINE FLANGED COUPLING ADAPTER, SIZE PER LINE WALL SLEEVE, SIZE PER LINE ALUMINUM ACCESS LADDER w/LADDER SAFE1Y EXTENSION, "HALLIDAY PRODUCTS" OR APPROVED EQUAL WATERTIGHT ALUMINUM ACCESS HATCH WITH FALL PROTECTION GRATE, 36"x36" FACE MOUNTED ALUMINUM SLIDE GATES, "WHIPPS, INC." OR APPROVED EQUAL, MODEL 824, w/ SIDE, INVERT & TOP SEALS EMBEDDED ALUMINUM SLIDE GATES, "WHIPPS, INC." OR APPROVED EQUAL, MODEL 821 PIPE SUPPORT BASE w/CONC. SUPPORT PAOS PIPE SUPPORT STANDS 20" D.I. 45' BEND (M.J. OR FLG.) 20" D.I. 11.25' BEND (M.J. OR FLG.) 24",24",20" 0.1. WYE (M.J. OR FLG.) M.J. CAP, SIZE PER LINE TEMPORARY EFFLUENT FLOW METER 2" DRAIN LINE w/ DUCKBILL CHECK VALVE j" EXP. JOINT w/ JOINT SEALANT (1YP. @ ALL STOOP AREAS) L 4" T SLAB w/ 4,4-W4,W4 & 8" TURNDOWN WALL WWF -------- 'r,· . lb.c'c-�-. , -c _ - 12" T POURED CONC. WALL w/ � #5 BARS @ 12" O.C.E.W.E.F. FLEXIBLE PVC WATERSTOP -�"' » (1YP. U.N.O.) .,, T SLAB ELEV. 423.0' #5 VERT. DOWELS @ 6" O.C.O.F. #5 VERT. DOWELS @ 12" O.C.I.F. 18" T POURED CONC. SLAB w/ #6 BARS T/B @ 12" O.C.E.W. 4-12" RISERS 4- 12" TREADS GROUT SLOPE FLOOR TO DRAIN EXISTING 15" D.I. PLANT EFFLUENT TO EX MH E02, CONT'D ON TO THE WHITE RIVER INV. 417.77' s 7 EXISTING 24" STORM DRAIN / PLANT EFFLUENT FROM EFFLUENT CHAMBER INV 417.55' EX. MH E01 T/RIM EL. 429.13' 12" 3'-4" EXISTING 24" D.I. EFFLUENT OUTAFALL OVERFLOW TO PRIDE'S CREEK INV. 424.33' 4 '-0" 12 " 5'-0" 5'-9" 23" 3'-0" 15'-o" 40'-Q" 44'-o" D E S601 M6.02 LOWER LEVEL / MECHANICAL PLAN SCALE: 1/4"-1'-o" 12" 4'-0 " 4" T SLAB w/ 4,4-W4,W4 WWF & 8" TURNDOWN WALL 10'-Q" E SECTION SCALE: 1 /4" - 1'-0" U.V. DISINFECTION AND STEP AERATION TANK - LOWER LEVEL/MECHANICAL PLAN I REVISIONS 4/14/22 ltl 2021 l>!idw�,!�m Eng.ine,·r.,. Inc. S02 W,·,1 Broa�v.av Sm,et l'.O. Bo� 295 - L,K>ruotcc. !ndiwm-l7:'i53 DATE FEB. 2021 DESIGN C.W.R. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 M6.02 70 OF 11 4 Fll.E NUMBER 42002 I Do Not Use Plan Previews for Take Off