Midwestern Engineers, Inc. Plan Preview

� � 0 0 z N z 0 <> z " r 0 � ::,--, z ciil < "' � :l - Q --9 � � w :: 0 vi 0 % z a < :; © i;i C '" z :[ •" .o ' u , ,_ �o �8 �� • N <o �� •w •' -w �� -, •o "u •Z w- -o �< N\'.,,l 0N Si <c SEWER MAIN 6" SERVICE " r PROPERTY LINE 60' � AND SEAL WITH MASTIC --l\---'1---i / INSTALL VITREOUS STOPPER SEWER MAIN TYPICAL S ER SERVICE NOT TO SCALE PECS. ----j COMPACTED l RTH 2% SLOPE • SEE NOTE BELOW CRUSHED STONE SERVICE CONNECTION FOR 0-6' SEWER NOT TO SCAL � rl.A.W PECS.----j COMPACTED EA TH " r 2% SLOPE 45" ELBOW SEWER MAIN CRUSHED STONE SERVICE CONNECTION FOR 6'-12' SEWER NOT TO SCALE I 12" x 12" CONC. ENCASEMENT SEWER MAJN SERVICE clNNECTION FOR 12' + SEWER NOT TO SCALE I " r " r r " r " r " r 2% SLOPE 12" SANITARY SEWER___,,. TYPE "B" LID DESIGN 2" LETTERS RECESSED FLUSH WITH SURFACE "SELF-SEALING" APPLICA TION , �o "� • - . ' . • " . .q-: ;, � . . • . . . . SLOPE I ·v \ GROUT . ., ,. . - ..- -- r· ' ' I SQUARE MANHOLE FRAME & SOLID LID NEENAH R 6660 KH WITH TYPE A-TOP LOCKING HASP I OR EQUAL I I #5 BARS@ - 12" O.C. EA. WAY-,f -- I 10·,7• - I I -- I I I -- I TOP VIEW SCAL.E• i' • l'-0' . - # • _, • ., v. ~· " (- , (, �.v-.·-�- / . 542.09 " )( -- -- ' "' . - / 0 ...---- EXISTING 8" C.I. / / . INV. 542.59 , , ,. J""•· . ., - •·- t..• b ·• - ' . 17 NOMINAL 1" BUTYL RUBBER BASE EXTRUDABLf PREFORMED GASKET MATERIAL (TYP.) . • GASKET DETAIL . . Pl.ACE 1" DIAMETER OCTRUDABLE PREFORMED GASKET MATERIAL BETWEEN ADJUSTING RING AND CONE, AND BETWEEN ADJUSTING RING ANO FRAME. DATE OF INSTALLATION TO BE CLEARLY VISIBLE FROM GRADE SURFACE PREPARATION PER SPECIFICATIONS INSTALL OBIC ARMOR 1000 AROMATIC POLYUREA COATING. OR EQUAL FOR A COMPLETE AND WATERTIGHT MANHOLE LINING SYSTEM FILL BUGHOLES, AIRPOCKETS, FAILED MOTAR --.._ 1µ�,r JOINS ANO OTHER VOIDS WITH MANUFACTURED 11-------48" -- - =�11-;- RECOMMENDEO REPAIR MORTAR OR MINIMUM TNEMEC REPAIR MORTAR SERIES 217 MORTARCRETE f"-4• IN fa" TO 1" LIFTS AU EXISTING AND ACTIVE__,.., INFILTRATION POINTS SHALL BE SEALED WITH NON-SHRINK GROUT PRIOR TO LINER INSTILLATION PRECAST CONC. OR-.. . _I BRICK MANHOLE FLOW LINE J � OF THE INCOMING r SEWER SIZE e· " . PRE-CAST CONCRETE OR POURED IN PLACE CONCRETE MANHOLE BASE SECTION "A-A" NOT TO SCALE MANHOLE FRAME AND COVER GRADE c------- 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 UNLINED MANHOLE LINER TO ENCOMPASS PROTRUDING CIPP LINER OR EXISTING VCP/ PVC PIPE AS APPLICABLE FOR A COMPLETE ANO WATERTIGKT SYSTEM STAINLESS STEEL BOOT CLAMP CIPP LINER PREVIOUSLY INSTALLED EXISTING 8"-15" VCP GRAVITY SEWER MAIN (TYP.) SLOPE I , GROUT t - . TYPICAL ADJUSTING RING DETAIL EXISTING B"-15" VCP GRAV1TY SEWER MAIN (TYP.) RUBBER BOOT WITH EXPANDING BAND FOR WATERTIGHT CONNECTION (1YP.) , '<o � . . -· n C . . 6" - .·u . . . .' . ,e - . . " " . '--' . • . <., . . PLAN VIEW SCALE• f '" • l'·0' ACCESS LID SEE TOP PLAN INV. 541.93 GROUT SECTION SCALE• t' • l'·0' NOT TO SCALE - . ' • '. • , 1000 GAL. CAPACITY #5 BARS© 12"0.C. EA. WAY EL. 545.78 542.0 9\ N , -�w�/GRADE 544.00 8" SANITARY SEWER INV. 542,59. #5 BARS@ 12" O.C. EA. WAY RUBBER GASKET MANHOLE LID, FRAME AND LID INFLOW PREVENTER MANHOLE LID AND FRAME FLUSH WITI-l SURROUNDING SURFACES EOUALIZATION TANK DETAIL \RELIEF VALVE NYLON HANDLE SET AND SEAL MANHOLE FRAME ANO RUBBER ADJUSTh1ENT RINGS WlTH POLYURETHANE SEALANT AS RECOMMENDED BY THE ADJUSThffNT RING MFR. 2 4 " 22" 34" OR 36" (DEPENDENT UPON O.D . OF RING SECTION IN USE) CONCEALED PICK HOLE NEENAH FOUNDRY R-178D-A FRAME AND COVER WITH "SELF-SEALING" APPLICATION OR APPROVED EQUAL MACHINED BEARING SURFACE ® • • • ' . . ' . '-; ' "'." " ..., \_ _ _ __ SET PRECAST CONCRETE ADJUS™ENT RINGS IN A I � • PREFORMED BUTYL JOINT SEALANT. PROV1DE ' .. _, . . .. ..... .. PRESS-SEAL GASKET CORPORTATION, "EX-STIK" OR EQUAL = WHERE AMOUNT OF MANHOLE ADJUSTh1ENT ADJUSTING RING AND INFLOW PREVENTER DETAIL IS LESS THAN 2" USE RUBBER AJUSTh1ENT RINGS. WHERE AMOUNT OF RISE IS 2" OR GREATER USE PRECAST CONCRETE ADJUSTMENT RINGS OR A COMBINATION OF BOTI-1. NOT TO SCALE WIDTH OF EXCAVATION AS NEEDED 12·· MIN. SOURCE FOR RUBBER ADJUSTh1ENT RINGS: G & H RUBBER SUPPLY COMPANY 1-888-881-9906 -------�------------------------�------- 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 6" 4,000 PSI AIR ENTRAINED FIBER REINFORCED COMPACTED INOOT No. 53 STONE (8" FOR ASPHALT; 6" FOR CONCRETE) EXIS11NG PAVEMENT ® © "A" L_ FLOW LINE TO BE LINED WHERE BYPASS PUMPING, FLOW-Tl-lROUGH PLUG, OR OTHER FLOW ELIMINATION METHOD IS USED. IN MANHOLES WHERE FLOW CANNOT BE ENTIRELY ELIMINATED, THE CI-IANNEL MAY REMAIN UNLINED. . . • T..1 • I .; CIPP LINER PREVIOUSLY INSTALLED "A" _J STAINLESS STEEL BOOT CLAMP NO MANHOLE SHALL BE LINED PRIOR TO COMPLETION OF DIVISION I GRAV!TY SEWER MAIN CIPP LINING SHOULD THE MANHOLE INCLUDE PIPE CONNECTIONS INCLUDED IN THE DIVISION I PROJECT TYPICAL MANHOLE REHABILITATION DETAIL 5• ' PRECAST CONC. MANHOLE ' NOT TO SCALE 6" SERVICE SEWER 4 8 " SEE P<AS SHTS FOR INVERTS 4" BRASS COUNTER SUNK PLUG 12" SQ. x 6" D, CONCRffi PAO CLEAN OUT DETAIL NOT TO SCALE .• ,. GRADE PVC PIPE TO MATCH EX. DIAMITTR OF Tl-IE FORCE MAIN VALVE BOX ----• -joo#ijvj� �� COVE:R --c:::::]'" ALUMINUM VALVE BOX TO TOP GATE VALVE REQUIRED PRIOR TO DROP MANHOLE FRAME AND COVER DETAIL © No. 8 CRUSHED STONE DROP FORCE MAIN PVC PIPING TO WITHIN 24" OF MANHOLE INVERT NOT TO SCALE '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 UNDISTURBED MATERIAL PAVEMENT PATCHING DETAIL NOT TO SCALE , . '' .. -: ,.l •• ' . '· , .,_; . ·, , , .. • 45' BEND (TYPICAL) VOID AREA IN OVERSIZED HOLE TO BE FILLED WITH NON-SHRINK MORTAR OR GROUT (TYP.) FORCE MAIN TO MANHOLE CONNECTION DETAIL NOT TO SCAL£ • u ;:: - REVISIONS BID SET C 2024 Midwe�tc·m Eniim°\."I>. Inc. 802 W�st Bro�dwav S1r�e1 P.O. Box 29.'i • Loogootee. Indian:, 47553 DATE APRIL 2024 DESIGN J.W.W.f. E.K.P. DRAWN C.Z.M . a.c. CHECK PROJECT NUl.!BER 2024002-01 8 8 OF 8 FIL£ NUMBER LJ 4 I ;;-,q Do Not Use Plan Previews for Take Off