Midwestern Engineers, Inc. Plan Preview
4" Cl VENT w/ BUG SCREEN AT VENT. TYPICAL (MIN. 5' SEPARATION FROM ELECTRICAL BOX) WET WELL 18'-0" VALVE VAULT 30"x30" SINGLE LEAF ALUMINUM ACCESS HATCH. TYPICAL DAVIT BASE APPROXIMATE LOCATION (COORDINATE WITH OWNER STYLE AND LOCATION) 48"x30" SINGLE LEAF ALUMINUM ACCESS HATCH. TYPICAL 6'-0" (18'x8'x6" CONCRETE PAD) 3'-2" s'-o" COPOLYMER POLYPROPYLENE STEPS (TYP.) TO W/1 24" OF BOTIOM SLAB ' 0 I 0 C'l CONCRETE SLAB. TYPICAL EL. 790.00 "'- ~- EXPANSION JOINT REQUIRED "-.,_ AROUND EACH STRUCTURE '\ 2'-6" FINAL GRADE 2" \ BELOW TOP SLAB ~- EXPANSION JOINT REQUIRED AROUND EACH STRUCTURE I ~~ \ I I ~ ~r===N=O=N=-=C=O=R=R=O=S=IVE:iijiiiij[::r;~-r~Fr=~=r~:1~:-:=-tri .. --.1:::.:~:·=·:·~·J·7·t;--:,~ll::::=~=~/rtt.1:·i-~J,~;;~,~="Jc='.!E="'-'==--~~,1 WIRE HANGER. . • • •. • · MIN. 6" ENGINEER (AS REQUIRED) ii • APPROVED COMPACTED PVC CONDUIT , . •• • .' 1/l, GRANULAR FILL ENGINEER APPROVED '(<; < i ' . , · ·' eil ..,..--- 4" QUICK CONNECT COMPACTED FILL MATERIAL~: · ... · .. ·· 6'-o"I D • 2'-6" s·-t· DIA. w/ LOCKING CAP UNDISTURBED SOIL 4 . • I '. . 4" PLUG VALVE (TYPICAL) \ 'b .,.,1/l.: 1' FLEXIBLE COUPLING, USE 4" D.I. FITTINGS TO 1 ~-· ICAL \ INSTALL AS INDICATED \ i,. . io eli _\ 6" D.I. FORCE MAIN PUMP GUIDE RAILS (ATTACH TO FRAME AT OPENING)-~ 6' DIA. PRECAST CONCRETE BARREL SECTIONS. TYPICAL ---1-----l ; ···' 12" COLLECTION SYSTEM INV. 783.83 "ALARM-ON" EL. 780.00 "LAG PUMP ON" EL. 778.00 "LEAD PUMP-ON" EL. 777.00 LIFTING CHAIN, FASTENED NEAR OPENING \ \ + .......\ .......:.:· I . : I I I • +. + .",·,. I • +. +·· ·,··:~'. I I I I I I .. · .. . . .. .• ' . ' VALVE I_JJ...-- ' 2" DRAIN PIPE! I ' I t . '~ . . .. .. • . . •... .. • FLOW I~;>;~ 1 %. Y/" I~ I I I I • llle---llhoaa---"· - (REFER TO DWG. No.4 FOR CONTINUATION) . SLOPE __._,_~~_,1.J/SALB ·. ·. TEL. 783.00 GROUT BASE SLOPPED PIPE SUPPORT (3 REQUIRED) MIN. 8" OF COMPACTED No. 53 STONE 4" PLUG VALVE 4" CHECK VALVE WITH SWING ARM(S) #4'S @ 9" O.C.E.W., (CENTER IN SLAB) 48"x30" ACCESS HATCH TO BE LINED UP WITH PUMPS FOR --1----'I EASE OF EXTRACTION +---+---i--r---- 4" D.I. EFFLUENT PIPE . •• 4 I DOOR REINFORCING SLAM LOCK _ _,..,::::__ RED VINYL GRIP AUTOMATIC HOLD-OPEN ARM AND COVER RELEASE CONT. CONCRETE ANCHOR / , , 1/4" DIAMOND LIFT COVER -,;...~- REMOVABLE KEY WRENCH LIFTING MECHANISM HOUSING NEW 4" CONCRETE FLOOR ~· THICK EXTRUDED ALUMINUM FRAME '. •t ..:.~. 1--------~C~OINTINUOUS t · ~CHOO :; • 4 . .. . , .. : . . ~ . . ~- ... , . VARIES SINGLE LEAF ACCESS HATCH NO SCALE 18'-o" SLOPE TOP SLAB TO DRAIN 9·-2· 2'-6" 1'-3" *" DRAIN COUPLING ~- EXPANSION JOINT REQUIRED AROUND EACH STRUCTURE 18' x 8' x 6" HIGH CONCRETE PAD z <( Ct:'. 0 ~ 'b (D I '.) I • .·. / ------ ENGINEER APPROVED ! ( "PUMP OFF" EL. 772.00 "LINK-SEAL" OR EQUAL CORED OR CAST OPENING DETAIL "A" - "A" NEW D.I. SEWER PIPE (REF. SITE PLAN) --' NEW PIPE INVERT #4'S @ 9" O.C.E. W., (CENTER IN SLAB) ·~ COMPACTED FILL MATERIAL SECTION "A" N.T.S. NOTE: UNDISTURBED SOIL (TYPICAL) CONTRACTOR TO COORDINATE ALL PUMP BASE, ACCESS HATCH, AND GUIDE RAIL DIMENSIONING FOR PROPER USE OF EQUIPMENT WITHIN THIS STRUCTURE. "A" ~ CONCRETE WALL WALL SECTION WALL PENETRATION DETAIL NEMA 4X METAL JUNCTION BOX REFER TO JUNCTION BOX DETAIL ON SHEET 7 ~ .. EXPANSION JOINT REQUIRED AROUND EACH STRUCTURE NEW FORCE MAIN CONNECTION (REFER TO SITE PLAN FOR CONTINUATION) GROUT FILL OPENING FOR SEWER PIPE PUMP GUIDE RAILS (ATIACH TO FRAME AT OPENING) HATCH OPENING SHOWN FOR CLARITY NON-CLOG SUBMERSIBLE PUMP, TYPICAL -- I I I I I ----1- 1 I \ \ \ \ \ NTS CENTENNIAL CROSSING LIFT STATION SCALE: AS SHOWN \ I -- ' ' ' , ..... .......... - 6'-0" 6'-0" I I SINGLE LEAF ALUMINUM ACCESS HATCH PLAN AT GRADE (*) SCALE: 1/2" = 1'-0" .3' -2" 1 -3" 5'-0" 5'-0" 4" PLUG VALVE TYPICAL -- 4• CHECK VALVE TYPICAL 2" DRAIN PIP __L__ I ---- / / _,.,,., / I I I / \ \ FLEXIBLE COUPLING, (TYPICAL) '-..._ _.,,; ...... _ _.,,.,,. ---- USE 4" D.I. FITTINGS TO INSTALL AS INDICATED 9'-8" WET WELL VALVE VAULT PLAN AT ELEVATION (*) SCALE: 1/2" = 1'-0" io (/) 6" D.I. FORCE MAIN ~~ (REFER TO DWG. No.4 FOR CONTINUATION) . 4." Cl VENT w/ BUG SCREEN AT OPENING. (TYPICAL) a. ~ w a. g (/) ~-- COPOLYMER POLYPROPYLENE STEPS (TYP.) TO W/1 24" OF BOTIOM SLAB ~- USE 4" D.I. FITTINGS TO INSTALL AS INDICATED 4"X6" TEE 4" PLUG VALVE 6" QUICK CONNECT w/ LOCKING CAP WALL OPENING SEAL TO BE "LINK-SEAL" OR EQUAL (TYP. ALL PRESSURE PIPE) 6" D.I. FORCE MAIN (REFER TO DWG. No.4 FOR CONTINUATION) GROUT BASE SLOPPED TO 2" PVC DRAIN OUTLET I- (.) w -, 0 0:: 0.. (.'.) z I z <( I- :) <( en z Cl) ~ 0 <( i:5 0 w ~ ~ 0:: (.) >- - (.) 0:: 0:: _J ~ _J Ooo...=> <( LL LL 8 z 0 LL _, _, z z 0 <( I w <( "' I- >- a:: zz <( WQ I- ::. (.)- () I- <( I- Cl) I- LL _J REVISIONS BID SET 02020 iVfirlwesrern EFs'incen,, Tnc. 802 We~l Broadway Street P.O. Box 295 Loogootee, Indiana 47553 DATE FEBRUARY,2020 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK * PROJECT NUMBER 2019102-00 5 05 OF 7 I FILE NUMBER 39839 I Do Not Use Plan Previews for Take Off
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