Midwestern Engineers, Inc. Plan Preview

" r SEWER MAIN 6" SERVICE r PROPERTY LINE SEWER MAJN SEWER MAIN GRADE 7 , o · 60' � AND SEAL WITH MASTIC -r-ii',------1----, / INSTALL VITREOUS STOPPER TYPICAL S ER SERVICE NOT TO SCALE t---1.A.W. PECS. 7 COMPACTED l RTH 2% SLOPE SEE NOTE BELOW l " r CRUSHED STONE SERVICE CONNECTION FOR 0-6' SEWER NOT TO SCAL( p I.A.W. fPECS 7 COMPACTED EA TH 'O r • SEE NOTE BELOW l 'O r /l 4:5· ELBOW C�USHED STONE 'O r SERVICE CONNECTION FOR 6'- 12' SEWER NOT TO SCALE I 2:t SLOPE RUBBER GASKET . ' . ·' . REUEF VALVE NYLON HANDLE MANHOLE UD, FRAME AND UD INFLOW PREVENTER MANHOLE LID AND FRAME FLUSH WITH SURROUNDING SURFACES SET AND SEAL MANHOLE FRAME AND RUBBER ADJUSmENT RINGS WITH POLYURETHANE SEALANT AS RECOMMENDED BY TI-,[ ADJUSTMENT RING MFR. t,, !. t,, """'.":-�---- SET PRECAST CONCRETE ADJUSTMENT RINGS IN A I .! ► PREFORMED BUTYL JOINT SEALANT. PROVIDE PRESS-SEAL GASKET CORPORTATION, "EX-ST I K" OR EQUAL. = \'/HERE AMOUNT OF MANHOLE AOJUSmENT ADJUSTING RING AND INFLOW PREVENTER DETAIL IS LESS THAN 2" USE RUBBER AJUSTMENT RINGS. IYHERE AMOUNT OF RISE IS 2" OR GREATER USE PRECAST CONCRETE ADJUSmENT RINGS OR A COMBINATlON OF BOTH. NOT TO SCALE NOMlw.L 1" BUTYL RUBBER BASE EXTRUDA8L£ PREFORMED GASKET MATERIAi. (lYP.) • '4 • .. . •. SOURCE FOR RUBBER ADJUSTMENT RINGS: G & H RUBBER SUPPLY COMPANY 1-888-881-9906 r--�- PRECAST CONCRCTE ADJUSTING RING OR Fl.ANGE OF CASTING GASKET DETAIL .. PLACE 1 • DIAMETER fJCTRUOABLE PREFORMED G.I.SKET MATERIAi. BETW EEN ADJUSTING RING ANO CONE, AND BETWEEN ADJUSTING RING AND FRAME. TYPICAL ADJUSTING RING DETAIL TYPE "B" LID DESIGN NOT TO SCALE CONCEALED PICK HOLE 2" LETTERS RECESSED FLUSH WITH SURFACE NEENAH FOUNDRY R-1780�A FRAME AND COVER WITH "SELF-SEALING" APPLICATION OR APPROVED EQUAL r 12" x 12" CONC. ENCASEMENT "SELF-SEALING" APPLICATION 2· ,.. 1 ,� __ 2_4 _ " ---; 74,·· 22" MACHINED BEARING SURFACE WIDTH OF EXCAVATlON AS NEEDED MIN. - - - - - - - ---------------------------� - - - - - - - SEWER MAIN " r 'O r SERVICE clNNECTION FOR 12' + SEWER 'O r NOT TO SCALE I *NOTE: MIN. 48" AT PROPERTY LINE, HOWEVER CONTRACTOR IS RESPONSIBLE TO DETERMINE MIN. DEPTH REQUIRED FOR CUSTOMER SERVICE LINE BY OBTAINING ELEVATIONS OF SEWER LINE LEAVING STRUCTURE AND ACCOUNTING FOR DISTANCE AND MIN. SLOPE REQUIRED 34" OR 36" (DEPENDENT UPON O.D. OF RING SECTION IN USE) MANHOLE FRAME AND COVER DETAIL NOT TO SCALE 6" SERVICE SEWER 4" BRASS COUNTER SUNK PLUG GRADE AS REO'D CLEAN OUT DETAIL NOT TO SCAL.£ 12" SQ. x 6" Q_ CONCRETE PAD ® EXISTING PAVEMENT MINIMUM BITUMINOUS PAVEMENT PATCHING SECTION SHALL BE 660 # / SYD. 165 # / SYD. BIT. SURFACE 11 ON 495 # / SYD. BIT. BINDING MINIMUM CONCRETE PAVEMENT PATCHING PSI AIR ENTRAINED FIBER REINFORCED COMPACTED INDOT No. 53 STONE (8" FOR ASPHALT; 6" FOR CONCRETE) © No. 8 CRUSHED STONE EXISTING PAVEMENT ® © BOTTOM OF EXCAVATION UNDISTURBED MATERIAL PAVEMENT PATCHING DETAIL NOT TO SCALE DATE OF INSTALLATION TO BE CLEARLY VISIBLE FROM GRADE SURFACE PREPARATION PER SPECIFICATIONS INSTALL OBIC ARMOR 1 000 AROMATIC POLYUREA COATING, OR EQUAL FOR A COMPLETE ANO WATERTIGHT MANHOLE LINING SYSTEM FlLL BUGHOLES, AIRPOCKCTS, FAILED MOTAR JOINS AND OTHER VOIDS WITH MANUFACTURED RECOMMENDED REPAIR MORTAR OR MINIMUM TNEMEC REPAIR MORTAR SERIES 217 MORTARCRETE t-4" IN fk" TO t LIFTS ALL EXISTING AND ACTIVE -�-tf'"'ll INF1LTRATION POINTS SHALL BE SEALED WITH NON-SHRINK GROUT PRIOR TO UNER INSTIUATION PRECAST CONC. OR -�, .J BRICK MANHOLE FLOW LINE � OF THE INCOMING SEWER SIZE - ,;J. •· MANHOLE FRAME AND COVER GRADE IJ.Ja4i s- ------POLYUREA COATING SHALL ENCOMPASS ENTIRETY OF ADJUSTED RINGS AND FRAME CONNECTIONS. COATING SHALL OVERLAP FRAME TO TURNOUT FOR LID PRECAST CONCRETE ADJUSTMENT RINGS 2" MIN. - 12" MAX. SEE ADJUSTING RING DETAIL EXISTING MANHOLE STEPS MANHOLE LINER TO ENCOMPASS BASE OF STEPS (IF APPLICABLE) THE STEPS THEMSELVES MAY REMAIN UNLINEO MANHOLE LINER TO ENCOMPASS PROTRUDING CIPP LINER OR EXISTING VCP/ PVC PIPE AS APPLICABLE FOR A COMPLETE AND WATERTIGHT SYSTEM STAINLESS STEEL BOOT CLAMP CIPP LINER PREVIOUSLY INSTALLED EXISTING 8"-15" VCP GRAVITY SEWER MAIN (TYP.) PRE-CAST CONCRETE OR POURED IN PLACE CONCRETE MANHOLE BASE SECTION "A-A" EXISTING 8"-15" VCP GRAVITY SEWER MAIN (TYP.) "A" L_ FLOW LJNE TO BE UNED WHERE BYPASS PUMPING, FLOW-THROUGH PLUG, OR OTHER FLOW ELIMINATION METHOD IS USED. IN MANHOLES WHERE FLOW CANNOT BE ENTIRELY ELIMINATED, THE CHANNEL MAY REMAIN UNUNED. . NOT TO SCALE RUBBER BOOT WITH EXPANDING BAND FOR WATERTIGHT CONNECTION (TYP.) �.,-- CIPP LINER PREVIOUSLY INSTALLED CIPP LINER PR£VIOUSLY INSTALLED "A" __J STAINLESS STEEL BOOT CLAMP NO MANHOLE SHAU SE LINED PRIOR TO COMPLETION OF DMSION I GRAVITY SEWER MAIN CIPP LINING SHOULD THE MANHOLE INCLUDE PIPE CONNECTIONS INCLUDED IN THE DMSION ! PROJECT TYPICAL MANHOLE REHABILITATJON DETAIL NOT TO SCALE 1- - - - - .,. - ----( PRECAST CONC. MANHOLE SEE PLAN SHTS FOR INVERTS " 24" MAX.:" • . .,. ' . ,. . GRADE VALVE BOX ----iiv,lalivi COVER "'C:J' ALUMINUM VALVE BOX TO TOP PVC PIPE TO MATCH EX. DIAMETER OF THE FORCE MAIN DROP FORCE MAIN PVC PIPING TO WITHIN 24" OF MANHOLE INVERT 45' BEND (lYPICAL) VOID AREA IN OVERSIZED HOL.£ TO BE FILLED WITH NON-SHRINK MORTAR OR GROUT (TYP.) GATE VALVE REQUIRED PRIOR TO DROP FORCE MAIN TO MANHOLE CONNECTION DETAIL NOT TO SCALE REVISIONS BID SET 0 2024 Midwc�!cm Eng;n��rs. Inc. 802 We,;! Ilro:idway Street P.O. Box 295 lcogootcc. lndj:,nn 47553 DAlE APRIL 2024 DESIGN J.W W.(,. E.K.P. DRAWN C.Z.M. Q.C. CHECK PROJECT NUl.4BER 2024002-01 6 6 OF 6 I flLE NUMBER I !;f:Y Jq Z Do Not Use Plan Previews for Take Off