� 0 0 � ", � 0 :, oo' 5 � �u CZ :l �5 • I ' ,- -q : "<> �N Nm � oo ; �� (' Wo ,_, �� � or ; -w OJ ; Oc - 0 -��o "u � �z wwa�� 1 ,y •' 55 , . �· MANHOLE FR.AME & COVER: ASTM AAS, LATEST rnmoN, CLASS 35 WITH 24" OJAMETER FRAME. IN TRAFFIC AREAS: 7" MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MAOUNED BEARING SURFACE & CONCEALED UFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: W7BI " TE HHA GRMIT NE. , DG Ei l SQl UMU RA DFL AUTCTOEY E&C AOCS VOT ENRJ CO, ERMADAL ACE NHD I1LN0I E2F D2T HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). B U TG' rR' LAFDI LI NL EGRRSI NT RGISP: SEE SHEET WW-06 FOR GRADING RING NOTES P RAESCTAMS TC C- 4O7N8 E, 4A0N0D0 RP I. SS .EI R. CSOENC CT RI OI NT TS .: JOINTS: S EP AR LE FBOE RT MWEEDE NB UCTAYSLT IRNUGB BA ENRD SEEAAClHA NR TI NMGE ME TI NI NI MG UAMS TSMI Z CE - 93 9/ 40". PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP MEmNG THE REQUIREMENTS oi: ASTM C-877, MINIMUM 6" WRAP. I N SI EN SSTEAANLCE EDSWWI THHE RAE CJOONI NT RT OI SL . Bl £E0L OE XWP AWNASTI EORN TWAA8TL EE ,RJSOEIANLT ESQHUA AL LL TO CONSEAL CS-231. PRECAST BASE SECTION: SASE SECTION WITH RE.SILIENT PIPE TO MANHOLE CONNECTOR MEETING ASTM C-923. SMOOTH INVERT CHANNELS SHAU SE SHAPED TO A DEPTH OF A FUU INSIDE PIPE DIAMETER. THE MANHOLE BENCH SHALL SLOPE TOWARD THE CHANNEL AT A 12,1 SLOPE. T H ES AMSAEN WH OI TLHE BA AMS IENSI ME CUTMI OCNO MS HP AA LCLT EBDE DP LEAPCn E- 1DOOFN6 "A. #T t5, EO SRT#O8N ES TBOANS EE SHAU 0\11:RHANG THE BASE SECTION SY A MINIMUM OF 6". Minimum Pipe Deflection Angle 48"0 Structure 6" (MIN) #5 NOORT#E8: STONE BASE s" • UNPAVED AREAS • r• PAVED AREAS (FUTURE PAVED AREAS) w NOTE: NO I N S T C E L P U S D E T D O . B E 4S" DrA. SLOPE 0. ·. S" Ii' • �@ -, ,...·;-, .- Pi ll Slrn ,,. 18" 24" �U MANHOLE LlDS SHALL SEAR "SANITARY SEWER" MOLDED INTO THE EXTERIOR SURFACE. '2' es· "' 73' ,S" "' 75' 1 2 8 ' " " 1N.OTEA:NGLE SHOWN lS FOR MIN. DEGREES BETWEEN CCT EOH NEN TCHERORE LLTlEENSEBJ SEZ TEOWFF OEPERI NP EE HAS CO. HLTEPHSI E. P ED EI NG CR LE UE DS I AN RGE 6 B" ' AMS IEND O N 2. WATERTIGITT CASTINGS EQUAL TO El 1022-Wf WITH GASKET ANO BOLT DOWN LIDS REQUIRED AS NOTED. 3. ALL PRECAST CONCRETE SHAU CONTAIN WATERPROOFING ADDITlVE, XYPEX OR EQUIVALENT. 4. ALL ?RECAST CONCRETE FOR FORCE MAIN RECEIVING MANHOLES AND ALL NEW MANHOLES WITHIN 5A0N0T IF-ECEOTRUR POSST! OR ENAAMDOD RI TDNOEW, CNOS NT RS HE A! EML DO FOTRHEEQRUEI VCAE LME NNTG. M A N H O L E S H A U . C O N T A I N 5. IT IS UP TO THE ENGINEER TO DETERMINE IF ECCENTRIC OR CONCENTRIC IS ALLOWED. 6. REMOTE AREAS REQUIRE FRAME/CASTING TO 8E MINIMUM 12" ABOVE GROUND WITH MARKER POLE. 7. REFER TO WW-20 FOR BENCH DETAIL. 8. AU OPENINGS TO HAVE WATERTIGHT RESILlENT SEAL BOOT OR GASKET. 9. IF VENT REQUIRED, ADD PER OETAJL ON WW-11. STANDARD PRECAST CONCRETE 48" MANHOLE NOTTO SCALE UNPAVED AREAS - TOP SOIL INSTAU BACKFILL UNIFORMLYC AROUND EXTERlOR OF MANHOLE �-��1-� A CUCNE PI FTOARBML E IENXNC AA VT AUTREED, FMR EAET EF RR IOAML , O TR HG AA NN I 2C J MN CAHT ,E CR OI AML PA ANCDT SE TD OANS ESSP LE ACRI FGI EE RD 12° PIPE EMSEDMENT PAVED AREAS (FUTURE PAVED AREAS) MANHOLE (SEE MANHOLE DETAILS) PAVEMENT GCORMANPUAUC\.TREDBACKFILL #S OR #8 ROCK BACKFILL MANHOLE CASTING & COVER RSJ NE AGLMBIENTIWM UE EMNSCI ZAES T3I/N4 GP RAENF DO REMA EC DH B U TMIELE TR IUNBGB EARS TSIE� ACL-A9N9 0T { PA RL MLI MEl EEO T l EINxNTrGSE TRS HHI OEA RL RL OE HQF AUJ VOI REI NEEMTX SET NEWRT I SI TOOHR F BJ AIOTSJ UTN MMT I WNC -OR8 UA7 SP7 PRIMER PRIOR TO WRAPPING) GRADING RINGS O N ER IONRG TMWUOS TR BI NE GUSS (EADT) L3E' -A6S"T. Hl EGI GR AH DT SE .. \PRECAST CONCRETE MANHOLE CONE CASTING ADJUSTMENT 7' ' NOTE: . . , '• 1. SYNTttmc OR CONCRETE GRADE RINGS AUOWED. 7" GRADE RING 23S4 .... CCSS OYYO NNNN TTCC Ht RRt mmEE TT EEcc GRRRIRIINNNA GDGGSESS SRSSHHIHANAALGLLL LSL BBBSEEHE 3A2C' U' "R- 6EM"HT.AEAXXVI EMP RUA OMM. RI 3NI "NI MGA SNU OMO RG SRATEPRAPETRNEOGRVT UEHDS: E4E ,CQS OUO ONA CLP RS EI TAET. 2 8 D A Y S . 7869 .... RRPA RlIL SNLE EGCPRSAR SRES TICHNAGAGSLRSTLA SCDS HOEE ANARL CLI L NRI GBGE ENTS EEFSDRHF EOVAEELR LROFTFCOI OCDR NACE UTEF EA YMCI NATA ISNWN DAARTTCE EIOCNRRES MRPT REA CONUTOGAE F DMTI NIAIOGFN NHOA OADF NFLDESDI SET WrT AVANBE RED, RYX AOAY LNNP L TED NYX 1E OI/ WN2 R"S MPE EQA CNUTHI I VOOA LNL E.E SN T . AWNITTIH-CINO5R0R0OSFEIOETN UAPDSDTIRTEIVAEM, COORNDSOHWIENLDSTORREAEMQUOIFVATHLEENRTE. CEMNG MANHOLE SHAU CONTAIN 10. SEE SEWER SPEC AS NEEDED. STANDARD CASTING ADJUSTMENT AND GRADE RINGS NOTTO SCALE EXISTING GRADE CI ON NS CTC OAR LRE LBET OERDOEMRST I AI, UUNO HERENOXGTLI AES SST AEKI NANE LDGT, PROPOSED PVC SANITARY GRAVITY MAIN SEEREPQIPUEIRBEEMDDENINTGS BOTTOM OF TRENCH S ESTT IANI NCLOE SNSC RS ET TE EE LMAANNCHHOOL RE I WAU I S C CH 4U S0 T9I0N GD EMGA. NEHL BDOC eW� ROTATED TO THE DIRECTION OF FLOW MlN. 5" EXIST!NG MANHOLE CASTING AND LID NOTE: 1. IENWTSEURNPARLIODRROTOP RUESQE.UIRES PERMISSJON FROM 2. CONE REPLACEMENT ANO / OR REPOSmDNING MAY BE REQUIRED. 3. MINIMUM INSIDE DROP TO BE 36" (JNVERT OF oT HuEnIENTC OOMF ITNHGE PIINPTEETRON ATLH ED RI NO VP )E R T O F T t , E OIi Ai �PPl'tOVcD BY EWSU INSIDE DROP SOWL S T SA EI NC ULF EAR SSE STD ES WNT EEI RTE HSL �I I I� 2" MIN. PROJEmDN (CUT "V" SHAPED NOTCH AT I I BOTTOM OF INLET PIPE SD TO IMPROVE FLOW) I I I I I I -=- - _J I _J EXTERNAL PlPE COUPLER PVC INTERNAL DROP LEG STAINLESS STEEL STRAPS SECURfD TO CONCRETE SF MEA ESBA TNRSEAHTNOOA E(ILRNEfSLl WE ADSATESUT4 S8ATW ' I " EL IIE NTAL HNT AED3DR / PJV8 UEA" RSL STS TMA A( BAMI LNNI EUNL EFC. SAOL ScAF nMSTJPTWRIE NEEORGL) REQUIREMENT #6"5(OMRIN#.)8 STONE BASE OUTlfl OF INTERNAL DROP TO E LSEEV AA PTPI OR ON XO. FA TE XCI RS TOIWN NG SEWER PIPE AND DISCHARGE TD CHANNEL EEXXIISSTTIINNGG BSAENNCITHARY SEWER PIPE STANDARD MANHOLE BACKFILL PRECAST INTERNAL DROP MANHOLE NOT TO SCALE NOTTO SCALE ·) l" DIA HOLES"\ O NBO32LT3 /C4I"RDCLIAE \ ffi-, �--------------- ,,\ aLi r---- 24"DIA. � MANHOLE COVER FRAME SECTION BUTYL MASTIC PFRI ALEDLCEJ AURSSST TTCMROEI PNN C{TT RRY EI PNT. )GE rECURENlJT BBOAONPTDPT ILONYMG COAOGFNEFCNRRTAEMTT OEE FNOORNM- SAHNROI NF KI L GL RWOI TUl HT �'\\A.l (VIBRATE IN PLACE) BFF LIULETL XYE I LRB LMSEAT SRF OTI PI RC{MT SY P . ) INSTALLATION DETAIL FOR FRAMES AND COVERS INSTALLATION DETAIL FOR SLOPE ADJUSTMENT 1. M24A'NDHIOALMEEFTREARMFERA&MCEO. VER TO BE ASTM A-48, LATEST EDffiON, CLASS 35 \I/ITH 2. CIJNOO TRNRDCAAEFNAF L1I CE0 D2A2RL OI EF RAT SHE, OQOLUREASFL . UW( TS I UET RTH ELHI TDE RAFAVL FYUFSDI CHU TAWYRI ETCHAOSFV . I ENTRI SM, HMI NEAI DMC SHU TI MNREHEDEE I TBGESHAUTR.R, I FNE AQGCUSEAU) L R TF OA CE EA S& T 3. IN NON-TRAFFIC AREAS, 7" HEIGi-IT, EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. SET TOP 2" ABOVE GRADE (AFT"ER EARTH SETTL.fMENT). 4. APPROVED WATER SEALANT REQUIRED AT ALL JOINTS. 5. STAINLESS STEEL REQUIRED FOR ALL HARDWARE AND FASTENERS. 6. BAORLETASD,OEWTCN. MANHOLE FRAME TYPICALLY USED IN REMOTE UNDE\11:LDPEO OR ELEVATED EXISTING GRADE C O NCCOR RE ET EDMR IAUN HEOXLI ES TAI NN DG INSTALL BOOT PROPOSED PVC GRAVITY MAIN SEEREPQI PUEIRBEEMDEDNINTGS BOTTOM OF TRENCH BOLT DOWN FRAME NOTTO SCALE EXISTING MANHOLE CASTING ANO LIO �"�';', 0,��.,, -',;) c-'J-''(' ,�;:f} ff<x- ';';_� ;v�<,_�'0 ��s{�� �,&>� ���<'--� ';.'y;,y�' / 1/,��'0 �ffei'JJ I \ � � � �,�--- 1 >' I I I I LNfOlTE:EMOVE EXISTING INTl:RIOR BEN01 AND RE-POUR I I BENCHES ANO CHANNELS WHERE POSSJBLE. I __ __ __ I 2.. ENGINEERwrLL VERIFY THE CONDmDN OF THE t-- - -j PRECAST BASE AFTER REMOVAL OF THE INTERIOR I BENCH TO DETERMINE IF STRUCTURAL INTEGRITY HAS I I SI ME EP NR ACCOT MI CPARLO OMRI SUENDS DU UC RC IENSGS FRUELM, OT HV EA LE NI FT I RR EEMBOAVS AE L I S I I I I SECTION SHALL BE REPLACED. I 3 INVERT ELEVATIONS TD SE COORDINATED WITH I I I . ENGINEER 4, LAYOUT IS ONLY ALLOWED WHEN EXISTING BENCH OR CHANNEL CAN BE MODIFIED. I I I I :. REFER TO WW-20 FOR BENCHING ANGLES. " EI FX JNSETWI N IGN, CI ON CMOI NMGI NPGl PPEI PJ SE LWAIRLGL ENRE DE DI ATMOE TMEART TCHHA N I I I CROWN OF EXISTING PIPE. I 7 lTFDUDNEET ARIELQWUIWR-E1S4 AODR RWOPWO1- F5 .2" O R GREATER, REFER I I I 8 . SAOUOTOPOERNIGNAGSSKETTO. HAVE WATERTIGHT RES!LlENT SEAL ik- ��I -- ;,..__� _, _JI _J EEXXIISSTTIINNGG SBAENNICTHARY SEWER PIPE NEW PIPE CONNECTION TO EXISTING MANHOLE NOTTO SCALE ( 4 )A 12/32 "9 B/ 1O6L"T0SSO. CN. � BOLTED MANHOLE COVER 5 1 8S" TTAHI NR EL EA SDSE DS TREOEDL \ BUFITLYLEL RMASSTRTIICP (TYP.) P RRAEODCDJ AUTSSOTT BhC1 EOE NNF ! TCR RRMEI LNTYGE W E DS GE EOC RUA NRE ECP DHO OBX RYY SECURE NUT INSTALLATION DETAIL FOR FRAMES AND COVERS Nl.OTEA:PPROVED WATER SEALANT REQUIRED AT ALL JOINTS. 2. #OW1RA0 TE4 EQ5 R2UT l IBVGYAHLETEANSMTTA. JNOH RODL AE NF RI RA OM NE WM OO DR EK S , I N C 3. STAINLESS STEEL REQUIRED FOR AU HARDWARE AND FASTENERS. 4. SOLT DOWN MANHOLE FRAME AND COVER SHALL SE IN FLOOOPlAIN AREAS OR AT DIRECTION OF ENGINEER P I(C2K) BEAPRI CS {4) 1/2" BOLTS ON � '23 9/'6"'8.C. :N\'S%WS,�� I . ,.. . I FRAME SECTION 5 1 8S" TTAHI NR LEEASDSE DS TREOE DL BBOOANPT DPT I OLNYMG C OAOGFNEFCNRRTAEMTT OEE ROD TO BE FIRMLY W E DS GE ECO URA RNE ECP DHO OBX RYY F NO( OVR I NMB - RSA AHNTRDEI NFI NKI L GLP LRWAOI CTUEI HT) HI-'..:. BUTYL MASTIC FILLER STRIP (TYP.) FLEXIBLE FORMS INSTALLATION DETAIL FOR SLOPE ADJUSTMENT BOLT DOWN MANHOLE FRAME AND COVER NOTTO SCALE PRECAST CONCRETE MANHOLE (SEE ?RECAST CONCRETE MANHOLE.$ FOR AODffiONAL INFORMATION) MB CAOONORHTEOOLD RER IAGL NAL SDEKXI ENI TSS TTPI EANRLGL S RCU OEB SNMI CUI RT ETE NTA TEL NEW SEWER PIPE I I I \ I I I I <h BENCH (SEE BENCHES AND 01ANNEL5 FOR AODffiONAL INFORMATION) GNROONU- ST HI RN IVNEKR TG RWOI UT TH CHANNEL (SEE BENCHES ANO CHANNELS FOR ADDITlDNAL INFORMATION) ( PS RE EEFCDPARRSETAC DAC SDO TINT CCl ROO ENNTACELR EMI NTAEFNOHMROAMNL AEHT OBI OAL ESNSE) CORE EXISTING MANHOLE FOR NEW TAP NOTTO SCALE TYPICAL SEWER DETAILS • u t:: - IJ) Iz w � rf; w z � 0 0 < a: -z a. !!1 0 z >- � � -u, Oz � C - - w � w 8 u� u, w w <( :i: z · I- J: a: I-I-< � IJ) Q. a: w � a: >� >- w 0 IJ) � u, u. u.. 0 a: u, � 0� w w <( � 0 J: �� w u, w IJ) ... z u, >- � I-< a: u � z IJ) REV1SIONS 7/1/2025 BID SET 0 2025 PM l 8. o0. Ooi 2d . gwWB" �"oes ts�ket c2mB. 9rl 5[no acnl dig"wi nnunc -y. 4: rS7s t.5r 5Ie n�3 cl . DATE JULY 2025 OESK;N C.,W.R. DRAWN C.Z.M. Q.C. CHECK E., K.P., PROJECT NUMBER 2018092-01 10 10 OF 14 I FILE NUMBER I Yooss-. Do Not Use Plan Previews for Take Off
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