C c , - u� � u _, j � ·;: -� E ,. ! � z ,: 0 • u� � • 0 � @ • � i �' N C w � � � � I �C " � u � � M -- " � � -0 z w N � � 0 � N ' � :'I = � - Q .;;;, �' � � '-<. " � £ � � 0 N : " N � :;; u ;,; "' � • to � '" � C � Q � � -0 ::r u El z N -, ;. al u � - N � • � " • � " r SEWER MAIN 6" SERVICE r PROPERlY LINE SEWER MAIN SEWER MAIN GRADE 7 30 ' W --..._ AND SEAL WITH MASTIC -_,,._ _ _. _ __, /INSTALL VITREOUS STOPPER r I.AW. PECS. -----J COMPACTED l RTH • SBEEEL ONWO T E " r CRUSHED STONE SERVICE CONNECTION FOR 0-6' SEWER NOT TO s&uf F I.A.W. r PEGS. -----j COMPACTED TH CRUSHED STONE SERVICE c6NNECTION , FOR 6'-12' SEWER NOT TO SCALE I 45· ELBOW " r 2% SLOPE PMRAENVHEONLTEERLID, FRAME AND LID INFLOW RUBBER GASKET M 'M A T NH H OS U L E R R L O I D U N A D N I N O G F S R U A MR F E A C F E L US S H . ' . • _, . RELIEF VALVE NYLON HANDLE SA DE TJ U ASNT MD E SNET A LR I NMGASN HWO1 TL HE PF OR AL MY UE R EATNHDA NREU BSBEEARL A N T AS RECOMMENDED BY THE ADJUSTMENT RING MFR. "" i:.. h, '"""'.'.:""'\- --- - SET PRECAST CONCRETE ADJUSTMENT RINGS IN A I : • PREFORMED BUTYL JOINT SEALANT. PROVIDE ' .. •. _, . ... ' '• . .. PEQREUSASL-SEAL GASKET CORPORTATION, "EX-STIK" OR = WHERE AMOUNT OF MANHOLE ADJUSTMENT ADJUSTING RING AND INFLOW PREVENTER DETAIL WISHELERSES ATMI-O1AUNNT2"OFUSREISREUIBSBE2R" OARJUGS™R EEANTETRRUINSGES. PCROEMCBAINSATTlCOONNCORFEBTEOTAHD. JUSlMENT RINGS OR A NOT TO SCALE NOMINAL 1" BLrn'l RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (lYP.) SOURCE FOR RUBBER ADJUSn.4ENT RINGS: 1G-&888H-R8U81B-B9E9R06SUPPLY COMPANY �:'< •==- � i ---,--PRECASf CONCRETE ADJUSTING RING OR fl.ANGE Of CASTING .... GASKET DETAIL t -� RISER RING THCKNESS 2" - 12" LI - ~• · _ ._ . -�· •-·�•c...�·-_· �· ·�·-_· ._·__, __' .· �_, .__· �- � - ·�- r OUTSIDE DIAAIETER 34• OR 35• <I;• , ' • ' LIDTYPDEES"IG8N'' '. • • ' • ,. . , �. PLACE 1" DIAMETER EXTRUOABLE ' , PA DRJEUFSOTRIMNGE D RGINAGS KAENTO M AC OT ENREI,A LA NBDE T W E E N ,,. BETWEEN ADJUSTING RING AND FRAME. ,:'<? " ' • .& � • <:)",!· -·�.i ,. •. ' .. .. , .. d· TYPICAL ADJUSTING RING DETAIL NOT TO SCALE CONCEALED PICK HOLE 2" LETTERS RECESSED FLUSH WITH SURFACE FNREAEMNEAHANFODUCNODVREYR RW-I1T7H80-A "OSRE LAFP-PSREOAVLEI NDG "E QAUPAPLL I C A T I O N 2% SLOPE "SELF-SEALING" APPLICATION MACHINED BEARING SURFACE TRENCH BOX #T8AMPCERDUSOHREDWSALTKONEDE IHNANTDO ½ O.D. + 12" PER SPEC. 11 1 1r1r----;t1 1 1 11 11 11 11 1 1 ACDA J. SUTS TI RA BOLNE VALVE BOX No. 12 AWG, USE-2, RHW-2, OR mRHilH. PSOOIL.YJEDTl-lCYIO..P.EPNEER INWISRUELAWTIIOTNH 45 SUITABLE FOR DIRECT E!URIAL V R&E V W E l B Y O P X E ,, ,, I EXTENSION STEM WIT11 2" SQ. WRENCH NUT A R NO UPPER GUIDE EQUIRED FDR MORE TSHKAANU . 4N' ODTE PRrEnS.T B O X V(4N)._VSE BOX ON FOUR / OUO COMMON / BRICKS / ON PIPE. TRACER WIRE - --,==e!..�������::d!_i. FORCE MAIN :, :..· •� MECHANIC& JOINTS TO ·' :•-�\-- :. _ CONFORM TO AWWA CIII _;-·,:•.:\_;':\· .; '· • ·- •' •• CONCRETE SUPPORT PLUG VALVE AND BOX 4" MIN . NOT TO SCALE MO.IND.. W+ID2T0H" = (BELOW THE BARREL) I BC AOCMKPFAI LCLT E OD R G RE AA RNTUHL A RA S REQUIRED AS REQUIRED 3(B"ELMOINW. THE BELL) #H8OLCE REUXSCHAEVDATSEDTONE BELL GRAVJTY SEWER PVC PIPE BEDDING DETAIL NOT TO SCALE CMOISNSTINRGACTOORR DTAOMAINGESDTALL NEW PVC CAP IF EXISTING CAP IS FINAL GRADE r 12" x 12" CONC. ENCASEMENT (4T"YPO.)R 6" RISER -� CP IOPNE T RUAPC TTOOR ATNOO RI NE PCLLAUCDEI N GE X IFSI TT TI NI NGG DAASM ANGEEEDD EPDV C SEWER MAIN " r " r S E RFVOI RC E1 2c' l+ NS EN WE CETRI O N 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" (RDI NEGP E SNEDCETNI OT NU PI NO NU SOE.)D . O F MANHOLE FRAME AND COVER DETAIL NOT TO SCALE FROM CUSTOMER ... WFITYTEINOGR (T9Y0P'-.) � -+ TO MAIN LINE SEWER 4(T"YPO.)R 6" SEWER LATERAL REPAIR/CAP SANITARY SEWER CLEAN OUTDETAIL NOT TO SCALE CDl .AETAER LOYF VIINS SI BTLAEL L AF RT IOOMN TGOR A BDEE MANHOLE FRAME AND COVER GRADE �Ac------EPNOTLIYRUERTYEAOCF OAADTIJNUGS TSEHDALRLINEGNS COANMDPASS SUPREFARCESPPERCEIFPICARATAITOIONNS INSTALL OBIC ARMOR 1000 AROMATIC POLYUREA COATING, OR EQUAL FOR A COMPLETE AND WATERTIGHT MANHOLE LINING SYSTEM J O FI NI LSL ABNUDG HOOTLHEESR, VAOI RI DPSO CWK EI TTHS , MFAANI LUEFDA C MT UORTEA DR - - - - - - , RECOMMENDED REPAIR MORTAR OR MINIMUM MOTRNTEAMRCECRERTEEP·fAI-R4"MOINRTAR SERIES 217 J\" TO ¾" LIFTS l-l---11-5" ALL EXISTING AND ACTIVE -�1 S E AILNEFDI L TWRIATTHI ONNOPNO-ISNKTSR I NSKH AGLRL OBUET PRIOR TO LINER INSTIUATlON PRE BC R AS IC T K C MO A N N C H . O O L R E- -' -.I �F L OOWF LTI NH EE • • INCOMING J .. � SEWER SIZE v . d �=====::::'.+===:'.::'.:=='.:'.::==�· 6' PRE-CAST CONCRETE OR SECTION "A-A" POURED IN PLACE CONCRETE MANHOLE BASE NOT TO SCALE FORV AE MR LE A PC OFNRNAEMCET I OT NO S .T UCRONAOTLI N/ TG F SOHR A LLLI D ----- -PMRI NE.C A-S T1 2C"O NMCARXE. T ES E AE D AJ UDSJ UT MS ET INNTG RRI NI NGGS D2E"T A I L EXISTING MANHOLE STEPS MO FA N SHTOELPES L (I NI FE RA PTPOL I CE ANBCLOEM) PTAHSES SBTAESPES THEMSELVES MAY REMAIN UNLINED PMVC R A P O N / T H R O U P L D V E C I N L G I P N I E C P R I E P P T A O S L IN E A N P ER P C L OI O M C R P A B A E L S E X S I S F T O IN R G A COMPLETE ANO WATERTIGHT SYSTEM BSTOAOINT LECSLSAMSPTEEL PG RI PEPV I OL IUNSELRY INSTALLED GE XRIASVTIITNYG S8E"W-E1R5 • M AV ICNP ( T Y P . ) RUBBER BOOT WITH EXPANDING EXISTING 8"-15" VCP BAND FOR WATERTIGHT CONNECTION GRAVITY SEWER MAIN (1YP.) (TYP.) "A" L_ • B Y FPLAOSWS PL IUNMEP ITNOG ,BEF L OL IWN-E DT H RWOHUEGRHE PLUG, OR OTI--IER FLOW ELIMINATION MF LCOT WH O DC A NI SN OUTS EBDE. IENN TMI RAENLHY O LEEL SI M I WN AHTEERDE, THE CHANNEL MAY REMAIN UNLINED, r 1- ·-. -t I ' . I I l • . --r-CIPP LINER CIPP LINER "A" SBTOAOINT LECSl.SAMPSTEEL NT OO CMOAMN PH LOELTEI OSNH AOLFL GBREA VLI TI NYE DS E PWREIRO R MMTH A A A N IN T H O C A L R IP E E P IN S L CC IN H LI U E N D D G E U L S P E H D IP O EU F L O C D R O T N C H N I E P E PCT IONS LINING IN THIS DMSION TYPICAL MANHOLE REHABILITATION DETAIL EXISTING PAVEMENT NOT TO SCALE 12" WIDTH OF EXCAVATION 12" MIN. AS NEEDED MIN. ® © UNDISTURBED MATERIAL ® © MINIMUM BITUMINOUS PAVEMENT PATCHING SECTION SHALL BE 660 I/ / SYD. 165 # / SYD. BIT. SURFACE 11 ON 495 # / SYD. BIT. BINDING MPSINIIMAUIRM ECNOTNRACIRNEETDE PAVEMENT PATCHING 6" 4,000 FIBER REINFORCED (CBO"M PF OA CRT EADS PI HN AOLOTT; 6N"o . F 5O.R3 SC TOONNCER E T E ) No. B CRUSHED STONE PAVEMENT PATCHING DETAIL NOT TO SCALE EXISTING PAVEMENT LL.I > LL.I Vl Cl 0::: a:::i LL 0 z � 0 IBID SET TYPICAL SEWER DETAILS Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date; Project No.: Seate: 1 /28/26 2022072-01 AS SHOWN Drawing No.; 10 Sheet 10of 10 45319 Do Not Use Plan Previews for Take Off
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