Midwestern Engineers, Inc. Plan Preview

1 23 G TOP OF STATION ELEV. 0 FINISH GRADE ELEV./ L FO_RC!t "1AIN 1Ny. ELEV. 12) EXISTING 5'-0" INTERIOR DIAMETER MANHOLE (BELOW) TO BE RE-LINED. SEE GENERAL NOTES, THIS SHEET EXISTING 8'" SANITARY SEWER INV. 0 - / Y:," EXPANSION JOINTwlSILICONE SEALANT (TYPICAL ALL PRECAST I CAST-IN-PLACE INTERFACES) 6" CONC. SLABw/ 6''x6" 10/10 WWF. AND THICKENED PERIMETER wl 2 #5 REBAR CONTINUOUS (TYP.) PRt'lPClSEO /',O'· INfERIQR - t>IAMHl1R PFH,CASt CONC. MANHOcE. SEe GENERAL Noni$ THIS SHEET FOR 9EAL1Ntl �EQUIREMENf� AND DEMbutlON NOTES 13HEET "22 PROPOSED 5'-0" INTERIOR i51AMETER PRECASf CONG. MANHOLE RISER :i ;, qi Co io 9 "' - 1.: ffi " Cl� D !>�� w- - a: �w -> 0 8" PVC PIPE SEWER INLET INVERT (SW) • .. • , .. • • • • • µ . :i . - • • • 5 12" X 12" FILLET (TYP.) CONTRACTOR TO REMOVE -----�-j---pdl EXISTING STEPS FROM WET WELL, FILL HOLES WITH NON SHRINK GROUT PRIOR TO LINING AS DESCRIBED IN GENERAL NOTES 0 8" PVC PIPE SEWER INLET INVERT (S) E ELEV. PUMP OFF 0 STATION BOTIOM ELEV. - • • • • • •• • ,.. • 6 • - - --- .... . WET WELL 20 1 2 5 .. • • •• ,d LIFT STATION SCHEDULE ITEM SYMBOL NOTES ITEM SYMBOL NOTES EXISTING 8" PVC PIPE SEWER INLET INVERT (SW) A 886 66' FLYGT PUMP, OR APPROVED EQUAL (2 REQUIRED) XPC N80-7800 EXISTING 8" PVC PlPE SEWER INLET INVERT (S) B 880-49' PUMP DISCHARGE ELBOWw/SUPPORT STAND 2 3" PROPOSED 7-0'' INTERIOR DIAMETER PRECAST CONG. MANHOLE. SEE GENERAL NOTES THIS SHEET FOR SEALING REQUIREMENTS 1---------------- 1 I I ' - - , I I ELEV. LEAD PUMP ON C ELEV. LAG PUMP ON D ELEV. PUMP OFF E STATION BOTIOM ELEV. F TOP OF STATION ELEV G FINISH GRADE ELEV.@WET WELL H HIGH WATER ALARM 880.25' 304 STAINLESS STEEL GUIDE RAILS PER PUMP MFGR. 3 2 881.00' S.S. LEVEL CABLE HOLDER 4 1 878.58' LEVEL REGULATORS (BACKUP) 5 4 877.58' 5/16" 304 STAINLESS STEEL LIFTING CHAIN PER PUMP MFGR. 6 900.88' D.I. REDUCER (FLG OR MJ AS REQ'D) 7 4"x3" 900.71' D 1. 90 ° BEND (FLG OR MJ AS REQ'D) 8 4" 881.50' UNK-SEAL WALL SLEEVE AND WALL PENETRATION SEAL 9 1 9 . ,, PROPOSED 6" HDPE FORCE MAIN. SEE SHEETS 17-21 FOR DETAILS. (TRANSITION FROM D.t. TO HDPE A MIN. OF 5'-0" FROM VALVE VAULT) WET WELL (EXISTING BOTIOM) - INSIDE DIAMETER (FT) 5 '- 0'' D.I. FILLER FLANGE 10 4" l • • 17 • I 9 4 . I L--=....___..;;:_.::...__�--..l . � A" I I • • -�•· 26 - !---!--PROPOSED 5'-0" x 5"-0'" INTERIOR PRECAST CONC. VALVE VAULT. SEE GENERAL NOTES THIS SHEET FOR SEALING REQUIREMENTS [ __________________ _ VALVE VAULT WET WELL (PROPOSED TOP) - INSIDE DIAMETER (FT) VALVE VAULT - INSIDE DIMENSIONS (FT) TOP OF VALVE VAULT ELEV. J FINISH GRADE ELEV.@VALVE VAULT K FORCE MAIN INV. ELEV. (2) L FLYGT PUMP, OR APPROVED EQUAL (2 REQ'D) 1 IMPELLER SIZE G.P.M. T.O.H. R.P.M. CONNECTED H.P. T-0" 5'-Q" X 5'-0" 900.88' 900.71' 895.63' (MIN.) XPC NS0-7800 170mm 200 52.9 2300 10 "VALMATIC" MODEL 7204 SURGEBUSTER RESILIENT HINGE SWING CHECK VALVE w/BACKFLOW DEVICE & MECHANICAL INDICATOR, OR APPROVED EQUAL "DeZURIK" MODEL PEF 100% PORT ECCENTRIC PLUG VALVE W/ LEVER OPERATED ADJUSTABLE MEMORY STOP, OR APPROVED EQUAL FLOATS "HALLIDAY PRODUCTS" ALUM. WALL/FLOOR MOUNTED LADDER MODEL No. L1Dw/ SAFETY EXTENSION MODEL No. L1E, OR APPROVED EQUAL 0.1. CROSS D.I. DISCHARGE PIPE DRESSER COUPLING RESTRAINED FLANGE COUPLING ADAPTER EBM IRON MEGA-LUG, OR APPROVED EQUAL, SIZE PER MAIN 0.1. VENT PIPEw/(2) 90 ° BENDS, INSTALL S.S INSECT SCREEN & FLANGE FILLER TO CLOSE OPENING 2" PVC SCH. 80 DRAIN LINE wt BACKWATER CHECK VALVE FLANGE SUPPORT, STANDON MODEL No. S89, OR APPROVED EQUAL 11 4" 12 4" 13 4' 14 15 4"x4 " 16 4" 17 4' 18 4" 19 20 6" 21 22 d PLAN VIEW SCALE: 1/2'" = 1'-0" RADAR LEVEL CONTROLLER. "VEGA" MODEL VEGAPULS C21, OR APPROVED EQUAL "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH, OR APPROVED EQUAL "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCHw/ FALL PROTECTION GRATE"', OR APPROVED EQUAL (VERIFY SIZEw/ PUMP MANUFACTURER) 23 24 36"x36'" 25 30"x48" •• 9 PRECAST CONG. TOP . . A • • •• ··-1 • • ' 24 4--4--'"'lf----+"--'--'·"· '...,...J• .• ·' • • ' �; " . " ALUMINUM DUST CAPw/ LOCKING HANDLES AS MANUF. BY EVER-TITE COUPllNG CO , INC, bR ECIUAL . - 4 '�0 " -� f=bANGI: WITH MALE QUICK COUPLING ALUMINUM ADAPfER, iYPE FLA A$ MANU�. . !:IY EVER-TITE COUPLING co I INC OR EQUAi.. REOUClcR (AS RE<l'D) . • • - - - 21 • • • • • • • • " ... • • . 4.'.. .. . .{ . • 2" PVC, SCH. 80 DRAIN BACK LINE SLOPE FLOOR TO DRAIN MAX. -J" · 1'-0" 0-RING GASKET BETWEEN ALL RISER SECTIONS PLUS Y:," EXTRUDABLE GASKET (KENT SEAL OR EQUAL) JOINT SEAL WRAP OR FIELD APPLIED ASPHALT MASTIC MATERIAL (TYP.) o--�-EX!STING 5'-0" INTERIOR DIAMETER MANHOLE TO BE RE-LINED. SEE GENERAL NOTES, THIS SHEET ,d • • HIGH WATER ALARM ELEV. 10" x 12" FILLET (TYP.) �_S_E_C_T_IO_N___ V NOT TO SCALE • • • • ·,."',�, ·" ._{ . . SECURE TOP & BOTIOM OF ACCESS LADDER WITHY:," S.S. HILTI EXPANSION ANCHORS OR EQUAL FINISH GRADE ELEV �-��-------<K CONG. VALVE VAULT. ASPHALT BACKPLASTER MATERIALY.i"±Y,s" MIN THICKNESS FROM VAULT BAS� TO TOP OF STRUCTURE (ASPHALT BACKPLASfER MAY BE APPLIED BY STRUCTURE MANUFACTURER; JOINTS TO BE SEALED IN THE FIELD At=iER INSTALLAIION) PROPOSED 6" HOPE FORCE MAIN SEE SHEETS 17-21 FOR DETAILS. (TRANSITION FROM D.I. TO HDPE A MIN. OF 5'-0" FROM VALVE VAULT) D.I. REDUCER (FLG OR MJ AS REQ'D) 26 GENERAL NOTES: 1. PROPOSED WAYNE STREET LIFT STATION 7'-0" INSIDE DIAMETER PRECAST CONCRETE MANHOLE SECTIONS TO BE COATED AS FOLLOWS: 6"x4" FIELD SURFACE PREPARATION: SURFACES MUST BE CLEAN AND DRY. EMPLOY ADEQUATE METHODS TO REMOVE DIRT, OUST, OIL AND ALL OTHER CONTAMINANTS THAT COULD INTERFERE WITH ADHESION OF THE COATING. REMOVE ALL LOOSE, UNSOUND CONCRETE. DO NOT APPLY COATING UNLESS CONCRETE HAS CURED AT LEAST 28 DAYS@70 ° F (21 ° C) AND 50% RH OR EQUIVALENT. PREPARE SURFACES IN ACCORDANCE WITH ASTM 04258 SURFACE CLEANING OF CONCRETE AND ASTM D4259 ABRADING CONCRETE. VOIDS IN CONCRETE MAY REQUIRE FILLING/SURFACING BY TROWEL WITH CARBOLINE CARBOGUARD 510 SG AS NEEDED FIELD PRIME: APPLY ONE COAT OF CARBOLINE SEMSTONE 110 (OR APPROVED EQUAL) AT 15.0 TO 20.0 MILS OFT. FIELD FINISH: APPLY ONE COAT OF CARBOLINE PLASITE 4500 S (OR APPROVED EQUAL) AT NO MORE THAN 60.0 MILS OFT (LESS THAN 30 MILS OFT AFTER 6 MONTHS) 2. EXISTING WAYNE STREET LIFT STATION WET WELL 5-0"' INSIDE DIAMETER CONCRETE SECTIONS REMA!NING IN PLACE TO BE RE·LINED AS FOLLOWS: FIELD SURFACE PREPARATION. SURFACES MUST BE CLEAN AND DRY. EMPLOY ADEQUATE METHODS TO REMOVE DIRT, DUST. OIL AND ALL OTHER CONTAMINANTS THAT COULD INTERFERE WITH ADHESION OF THE COATING CONCREiE SHALL BE DESIGNED, PLACED, CURSD, AND PREPARl:D PER NACE NO. 6/SSPC-SP 13, LATEST EDITION. ABRADE TO REMOVE ALL LAITANCE, LOOSE CONCRETE, ETC. AND TO CRE:.All: SURFACC PROFILE IN ACCORDANCE WITH THE APPROPRIATE ICRI CSP 5.7_ FIELD REPAIR: APPLY ONE COAT OF CARBOLINE CARBOG:UARD 510SG (OR APPROVED EQUAL) Ai Y. INCH Df:f. fib!.. VOIOS SY fR.t>WffiblNC IN i4 INCH bJFTS. FIELD PRIME: APPbY ONE COAT QF CARffiOLIN� s�MSTONE'110 (OR APPRGV6D EQUAL) AT 15.d iD 20.d MilS m=f. FIELD !"!NISH: APPLY ONE COAT OF GARBOUNE:: PLASITE 45GM (OR APPROVED EQUAL) AT NO MOR� tHAN 60.0 MILS DFf (L�S� Tl=!AN 30 MILS on AFTER la MONTHS) 3. CONiRACtOR IS RESPONSIBLI:: FOR MAINTAINING SE::WER FLOW Af ALL flME:s. BYPASS PUMPING PLAN SHALL Be. SU13MlfTED TO OWNEf( AND ENGINEER PRIO� Tb IMPLEMl:cNfAT10N, 22"-4'" 11'-10" , �--��---���� l I I I I I I 10'-6" ------ -----, 9 z "' :,; GENERATOR�------+--+� (SEE ELECTRICAL SHEET 30) I I 1�--....,..+-� �-�CONTROL PANEL RACK 6" CONG. SLABwl6"x6" 10/10 W.W.F. ANO THICKENED PERIMETERw/ 2 #5 REBAR CONTINUOUS (TYP.) - I I L__�_________J / / --- VERIFY HATCH / LOCATIONwl. 1 ---- - I / : �: . · � - �� - P MFGR \ I I I I · • I I 2·-0" I L · · :-. . :-· .,l 2'-0" I : MIN. \ I : . / 24 I : )) : /: ; ! MIN : : , / 2 5 L_____ _J : I '...__ __.. / I I I I 9 z I L______N �-------------------� WET WELL VALVE VAULT TOPVIEW SCALE: 1/4" = 1'-0" (SEE ELECTRICAL SHEET 30) WAYNE STREET LIFT STATION - RENOVATION DETAILS • - Rg\llSIONS 3/15/24 BID SET 02024 Midweslfm Engineers. !nc. 802 We�t Brondway S1rcct P.O. Bm 29:'i Loogootee. Indiana 47553 DATE MARCH 2024 DESIGN S.M.S DRAWN M.M.C Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 23 23 OF 35 I FIL£ NUMBER I L/LI /OS- Do Not Use Plan Previews for Take Off