Midwestern Engineers, Inc. Plan Preview

PROPOSED 10'-0" INTERIOR DIAMETER PRECAST CONC. MANHOLE. SEE GENERAL NOTES THIS SHEET FOR SEALING REQUIREMENTS FRP BAFFLE WALL 8" INF. INV. I __J 0 �----+-.,•. -+--1cc�\ .. EXISTING 8'-0" INTERIOR DIAMETER MANHOLE (BELOW) TO BE RE-LINED. SEE GENERAL NOTES, THIS SHEET. \ I \ I I \ \ I ' • ,,..------ ' . ' ' ' 0 • 1 • • '. ' WET WELL 8 8 PROPOSED 2" HOPE FORCEMAIN WITH TIDE - FLEX CHECK VALVE, OR APPROVED EQUAL (GROUT TO WATER TIGHT CONDITION AROUND FORCEMAIN) • I . .. I • I • I • , 9 • ,. � . . •4' -------- 1 e----f""'i . e----1'M - (ri;.;) I � - � I 9 • • • • • • .. • ' 11 -----, 18 I 27 I I I 26 • • 24 25 14 24 25 • • ' .. ' ' • 4 • • • ITEM 8" PVC PIPE SEWER INLET INVERT (NW) 2" HOPE PIPE FORCEMAIN INVERT (NE) ELEV. LEAD PUMP ON ELEV. LAG PUMP (1) ON ELEV. LAG PUMP (2) ON ELEV. PUMP OFF STATION BOTTOM ELEV. TOP OF STATION ELEV. FINISH GRADE ELEV.@WET WELL HIGH WATER ALARM WET WELL (EXISTING BOTTOM) - INSIDE DIAMETER (FT) WET WELL (NEW TOP) - INSIDE DIAMETER (FT) VALVE VAULT - JNSIOE DIMENSIONS (FT) TOP OF VALVE VAULT ELEV. FINISH GRADE ELEV.@VALVE VAULT FORCE MAIN INV. ELEV. (3) FLYGT PUMP, OR APPROVED EQUAL (3 REQ'D) IMPELLER SIZE G.P.M. (TOTAL 2 PUMPS) T.D H. (TOTAL SYSTEM 2 PUMPS) R.P.M. (EACH PUMP) CONNECTED H.P. (EACH PUMP) ED 7'-0" x 12'-0" INTERIOR >---PROPOS PRECAST CONC. VALVE VAULT. ED 12" 0.1. FORCE MAIN ------,i---4---' - 4 • ,S" EXPANSION JOlNT wl SILICONE SEALANT (TYPICAL ALL PRECAST / CAST-IN-PLACE INTERFACES) 6" CONG. SLAB w/ 6"x6" 10/10 W.W.F, AND THIGKEN6D PERIM�TER w/ 2 #5 R�BAR CONtlNLiOUS (fY�.) (j _' r O J' OF_SlfillQ� ELE'i,______ . " . ' • • 19 N 0 ' . PLA N VIEW SCALE: 1/2" = 1'-0" PRECAST CONC. tOP ,,J 4 . ... • • ' '· • . ... 9 VALVE VAULT 22 j • . !---------TRANSITION TO 12" DR-11 HOPE FORCE MAIN A MIN. OF 5'-0'" FROM VALVE VAULT __ _ TOP_OF V�L'l€ VAUL1JL�.'L_ J • • ,: F i}JL SFi.J3RA0l EL f_ V _,.,, ,/ :1 - �---- - - ,,. : ;,J· },._���.........�.:.;;�--· .:.' �..:.r ;<I • ... .. 4�="-�a.a._.,_��-�-��- ��--· ··�· .,�,__���-.J ,]If.is� GRADS EbEV. ___ -k K PROPOSED 10'-0" INTERIOR ____,, DIAMETER PRECAST CONC MANHOLE. SEE GENERAL NOTES THIS SHEET FOR SEALING REQUIREMENTS AND DEMOLITION NOTES SHEET 20 z ,; a ' "' $C' "- ii' w Cl � w • • • • • ,... • • • ,, 8 • ' . ' • -� -<I .. • A1:UM1NUM QUsf BAP w/ - bbcKIN G HAND L ES AS MANYF, BY E V ER,TIT• 6blJPLIN G t6 , INC. OR EQUAL 4'·0" • • FLANGE WITH MALE - - i-r---- J QUICK COUPLING .., '---" ALUMINUM ADAPTER, TYPE FLA AS MANUF. BY EVER-TITE COUPLING CO., INC. OR EQUAL • • (SHOWN OUT OF VIEW) FORCE MAIN INV. ELEV. (3) 'L------+---'j' '--- - L >------- - - ----------+--<..._-+-----------11-1'--"Hl--+-l--1---" ' . .1--1 ""-' 0 18" EXISTIN G P VC PIPE SEWER IN L ET INVERT s (NW) ·l--1===1� • • PROPOSED 8'-0" INTERIOR-----!------" • 12" X 4" FILLET (TYP.) • • . ' 2·· PVC, SCH. 80 DRAIN BACK LINE • -· SLOPE FLOOR TO DRAIN MAX. ,l-" 1'-0" •• 14 • • • .. · • >--- PROPOSED 7'-0" x 12'-0" INTERIOR PRECAST CONC VALVE VAULT ASPHALT BACKPLASTER MATERIAL X "±/j6" M!N THICKNESS FROM VAULT BASE TO TOP OF STRUCTURE (ASPHALT BACKPLASTER MAY BE APPLIED BY STRUCTURE MANUFACTURER; JOINTS TO BE SEALED IN THE FIELD AFTER INSTALLATION) 5'-11- 1°' L I F T ST A TI O N S CH E DULE SYMBOL NOTES ITEM SYMBOL NOTES A 877.65' FLYGT PUMP, OR APPROVED EQUAL (3 REQUIRED) 1 NP 3171 MT3-433 B 873.37' PUMP DISCHARGE ELB0Ww/SUPP0RT STAND 2 C 871.00' 304 STAINLESS STEEL GUIDE RAILS PER PUMP MFGR. 3 D 872.00' S.S. LEVEL CABLE HOLDER 4 873.50' LEVEL REGULATORS (BACKUP) 5 E 867.00' 5/16" 304 STAINLESS STEEL LIFTING CHAIN PER PUMP MFGR. 6 F 865.57' RADAR LEVEL CONTROLLER, "VEGA" MODEL VEGAPULS C21, OR APPROVED EQUAL 7 G 885.58' D.I. 90 ° BEND (FLG OR MJ AS REQ'D) 8 H 885.28' LINK-SEAL WALL SLEEVE AND WALL PENETRATION SEAL 9 I 873.50' "VALMATIC" MODEL 7806LW SURGEBUSTER RESILIENT HINGE SWING CHECK VALVE 10 w/BACKFLOW DEVICE & MECHANICAL INDICATOR, OR APPROVED EQUAL 8'-0" "OeZURIK" MODEL PEF 100% PORT ECCENTRIC PLUG VALVE W/ LEVER OPERATED ADJUSTABLE MEMORY STOP, OR APPROVED EQUAL 11 10'-0" FLOATS 12 7 ' -0 "' X 12 '- 0" FRP BAFFLE WALL 13 885.58' K D.I. TEE 14 885.08' 880.08' (MIN.) D.I. DtSCHARGE PIPE 15 L DRESSER COUPLING 16 RESTRAINED FLANGE COUPLING ADAPTER 17 1 NP 3171 MT3-433 RESTRAINED FLANGE COUPLING ADAPTER 18 266mm D.I. VENT PIPE w/(2) 90 ° BENDS, INSTALL S.S INSECT SCREEN & FLANGE FILLER TO 19 2150 CLOSE OPENING 82 2" PVC SCH. 80 DRAIN LINE wl BACKWATER CHECK VALVE 20 1760 FLANGE SUPPORT, STANDON MODEL No. S89 21 34 "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH, OR APPROVED EQUAL 22 "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH w/ FALL PROTECTION 23 GRATE", OR APPROVED EQUAL (VERIFY SIZE w/ PUMP MANUFACTURER) 0.1. FILLER FLANGE 24 D.I. FILLER FLANGE 25 D.I. REDUCING 90 ° BEND 26 " 'HALLIDAY PRODUCTS" ALUM. WALUFLOOR MOUNTED LADDER MODEL No. L10 w/ 27 SAFETY EXTENSION MODEL No. L1E, OR APPROVED EQUAL "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH, OR APPROVED EQUAL 28 GENERAL NOTES 1. PROPOSED U.S. 6 LIFT STATION 10'-0" INSIDE DIAMETER PRECAST CONCRETE MANHOLE SECTIONS TO BE COATED AS FOLLOWS: 6" 2 1 4 6" 6" 6" 4' 12"x12"x6" 6" 6" 6" 12·· 6" 36"x42" 36"x90", 3-LEAF 12"0. 3" LENGTH 12"0,1�" LENGTH 12"x6" 24"x24" 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. 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 04259 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 APPROVEO t:QUA!.) AT 15 0 TO 20.0 MILS Df=T. FIELD FINISH: APPLY ONE COAT OF CARBOUNE F'I..ASlfE 4500 S (OR APPROVED rt:QUAL) Af NO MORE fHAN ao.o MILS OFf (LES$ iHAN 30 Mlb.$ Dri Ar=iER 8 MONTHS). 2. EXISTING u.s 6 LIFT STAflON WST Wecl 8•0" INSIDE DIA M ETl':A CONCRnl" SoCTIONS REMAINING IN F'LACo f(l m, Ro•llN!Hl A® eOblOWS, elElD SURFACe PRfaPARATION: SURFACOS MUST BE CLEAN AND DRY. EMPLOY AllEOUATE Ml,'rHODil to Rl"MGVI" Dl�f.. DUST, (Jib AND ALL (ltfle� toNfAMINANts THAT coulil INfERFER• WITH Ai:iHirnlON tlF rnE GOAflNci. §ONtRH5 Sl'iAlb BE OESiGN�ll, elAeso. GURS§, AM) �REPA�Etl p�� NAGE NG>. 6/SSPG-S P 13, LATEST EQITION ABRADE TO RE M dvs ACb lAiTANG�, bOOSE §oNGRETE, stG. AN§ fg CREATE §YRi'MiE PR§FI L E IN ACOORllANCE liviTR f�E A PP RQPRIATE IGRi tsil 5,7 P-1EuJ REPAIR: APPLY /jt<JE COAt OF cARBOLINE CARBOGUARD 510SG (OR APPROVED EQUAL) AT% INCH OFT. FILL VOIDS BY TROWELING IN Y:. INCH LIFTS i=IELB PRIME: APPLY ONE COAT OF CARBOLINE SEMSTONE110 (OR APPROVED EQUAL) AT 15.0 TO 20.0 MILS OFT. FIELD FINISH: APPLY ONE COAT OF CARBOLINE PLASITE 4500S (OR APPROVED EQUAL) AT NO MORE THAN 60.0 MILS OFT (LESS THAN 30 MILS OFT AFTER 6 MONTHS). 3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEWER FLOW AT ALL TIMES. BYPASS PUMPING PLAN SHALL BE SUBMITTED TO OWNER AND ENGINEER PRIOR TO IMPLEMENTATION. r--------- 1 9 N I I 35'-0" z ---------------------------------- 1 � I I I I ,,..... -- ---- ......... DIAMETER PRECAST CONG. MANHOLE RISER • 13 • 0-RING GASKET BETWEEN ALL RISER SECTIONS PLUS .JS" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) 2'·1�" 6" CONC. SLAB w/ 6"x6" 10110 -+-W.W.F. AND THICKENED I I VERIFY HATCH "- ' \ ,-------- 1 I I I ,--------, 1 '-0" • 0 8" PVC PIPE SEWER INLET INVERT (NE) - • HIGH WATER ALARM ELEV. ' 15 " • • •• • JOINT SEAL WRAP OR FIELD APPLIED ASPHALT MASTIC MATERIAL (TYP.) ' I/ ' II 12 >-: E � L : EV � . � LA � G � P � U � M � P � O � N � ---------------- t - t -- '"'1 ---- t��=jtJ::k ?f- � : ELEV. LEAD PUMP ON ,, .,., E ELEV. PUMP OFF 0 STATION BOTTOM ELEV. • • • • • • • • • • • • • • • • ' • A ' • -© • • • • • • 3 2 6" X 6" FILLET (TYP} - ,,'\:, • � • • • • • . � • . ' • • • • • 1---EXISTING 8"-0"' INTERIOR DIAMETER WET WELL TO BE RE-LINED. SEE GENERAL NOTES, THIS SHEET. ,. f-t\ >--= S = E =-= C -'- T -'--' I O'-'- N -'--�­ V NOT TO SCALE • • 8" INFLUENT INV. 873.37' • FRP BAFFLE WALL. -1-.,-.,--�v// SEE CONNECTION DETAIL THIS SHEET / / � ,_ _B _ A � F _ F _ L � E � W � A � L � L � D �s c=� � � � �� 2 l:= 1 -_ 0 FRP ANGLE EACH SIDE <J FRP BAFFLE WALL • - � �' BAFFL E WALL CO NNE C TI O N D ET A I L SCALE, 1 1 /2" - 1 '-0" PERIMETER w/ 2 #5 REBAR CONTINUOUS (TYP.) I I I 12'-0" I M IN. I I I I I I I I I I I I \ I \ o- �:· I ···4·> I I 23 / \ .. I \ o- -,,9,: I \. ...·.: :·.·> / " 5' z N � L--------- WET WELL N 22 I I I I I I 22 I I I I 28 I _____J CONTROL PANEL RACK (SEE ELECTRICAL SHEET 28) VALVE VAULT T OPVI E W SCALE: 114" = 1'-0" I I I I I I I I I I I I I I I I I I I I I I I I I I L_________J ____ J GENERATOR (SEE ELECTRICAL SHEET 28) U.S. 6 LIFT STATION - RENOVATION DETAILS • - REVISIONS BID SET c2024 Midwestern Engineers. lnc 802 Wesl Ilro«dwly Street P.O. Box Z95 Loogootee, Indiana 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 2 1 21 OF 35 I FTLE NUMBER I L/� /0'7 Do Not Use Plan Previews for Take Off