a a a w w w " w z! � >z .:::i ..._ o-�> � �- .. sO .. ..._ "'SI ,: o; �o - �� w :. �§ � �w $ti; � 0 2Li-, "£ u0 "'z w-, w� � C,,l ON 55, . <o MANHOLE FRAME & COVER: ASTM A·48, LATEST EDmON, CLASS 35 WITH 24" OIAMITER FR.AME. IN TRAFFIC AREAS; 7' MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WlTH HEAVY DIJTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. (SET LIO FLUSH WITH FINISHED STREIT SURFACE). IN NON-TRAFFIC AREAS: W7BI" ET HHA GRMIT NE. , DG Er StQJ UMU RA FDL AU TCTOEY &EC AOCS VOT ENRJ CO, ERMADAL ACE NHD I 1LN0IE2F D2T HOLES. SET TOP 2" ABOVE GRADE {AFTER EARTif SE111.EMENT). B U TGYRLAFDI LI NL EGRRSI NT RGISP: SEE SHEET WW·06 FOR GRADING RING NOTES P RAE SCTAMS TC C- 4O7N8 E, 4A0N0O0 RP I. SS .EI R. CSOE NC CT RI OENT SE :. JQ.llifr S EP AR LE FBOERTMWEEDE NB UC TAY5 LT IRNUGB BA ENRD SEEAACLHA NR TI NMGE ME TI NI NI MG UAM5 TSMI Z CE - 39 /940". PRIME EXTERJOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHAU. HAVE EXTERIOR JOINT WRAP I NMBJE ENE STS TEI NAA NGL ECTDE HS WE Wi RmHE EQ RAU EI CRJ OEO MNI NTE TRN OTI SSU BEO EFDL AOE SXWTP MAWNCAS- TI8OE7 RN7 , TWMA ABI NTL EIE MR, JUSOMEI AN5 LT" EWS QHRUAAAUPL.. TO CONSEAl CS-2.31. PRECAST BASE SEmON: BASE SECTION wm-l RESILIENT P!PE TO MANHOLE CONNECTOR MEETING "511'1 C-923. SMOOTH !NVERT CHANNEl.5 SHALL BE SHAPED TO A DEPTH OF A FUll INSIDE Pl� DIAMETER. THE MANHOLE BENCH SHAU. SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. T H EB AMSAEN WH OI TLHE BAA M. S IENSI ME CUTMI OCNO MS HPAALCLT EB DE PDLEAPCTEHDOOFN6 A" , #T H5 EO SRT#O8N ES TBOANS EE SHALL OVERHANG THE BASE SECTION BY A MINIMUM OF 6 " . s" 6" (MIN)---......__ _ Minimum Pipe Deflection Angle 48"0 Structure #5NOORTiEfS: STONE BASE � , 2'" NOTE: PAVED AREAS (FUTURE PAVED AREAS) N O I N S T C E L P U S D E T D O . BE 4S" DIA. ' " 5" • Pi e Size 15 " 18" 24" LALL MANHOLE LIDS SHALL BEAR "SANITARY SEWER" MOLDED INTO THE EXTERIOR SURFACE. �� . " 1'" '5" ,r 2. WATERTIGHT CASTINGS EQUAL TO EJ 1022-WT WITH GASKET AND BOLT DOWN LIDS REQUIRED AS NOTED. 15" "" 18" 81" ,.. Nl.OTE.I\:NGLE SHOWN IS FOR MIN. DEGREES BETWEEN CTC EHONENTCHERORILLTIEEN SEBI SEZ TEOWFF OEP ERI NP EE HAS CO. HLTEHPS IE. P ED EI NG CR LE UE DS I AN RGE 5B" ' AMS IE ND O N 43 .. AA LL LL ?P RR EE CC AA SS TT CC OO NN CC RR EI TT EE FS OH RA UF.OCROCNE TMAAI NI NWRAETCEERMP RNOGO AM ANNGHAODLDE mS AVNED, XA YL LP ENXE WO RMEAQNUHNO AL EL ES NWT .I T H I N 5A0N0T IF-ECEOTRURPOSSTI OR ENAAMDOD RT TDI VOEW, CNOS TNRSEHAl EML OO FOTR HEEQRUEI CV AE ILVEINNTG. M A N H O L E S H A L L C O N T A I N 5. IT IS UP TO THE ENGINEER TO DETERMINE IF ECCENTRIC OR CONCENTRIC IS ALLOWED. 5. REMOTE AREAS REQUIRE FRAME/CASTING TO BE MINIMUM 12" ABOVE GROUND WJTH MARKER POLE 789 ... RAI FEl lFVEEORNP TET NORIEWNQGWI .SI I· RZT EOODFH,OAARVDEBDEWPNEACRTHEDDRETETITAGAIlILiLTO. RNE WS I WL I -E1N1T. S E A L B O O T O R G A S K E T . STANDARD PRECAST CONCRETE 48" MANHOLE NOTTO SCALE UNPAVED AREAS • TOP SOIL INSTALL BAO(FILL UNIFORMLY AROUND EXTERIOR OF MANHOLE ,----c,31�- A CUCNE IPFTOARBML E I �N NC AA TV UA TR EE O, FMR EAET EF RR IOAML . OTRHGAANN I2C I MN CAHT,ECROI AML PAANCDT ES DT OANSESSP LE AC RI FGI EE DR 12" PIPE EMBEDMENT PAVED AREAS (FUTURE PAVED AREAS) MANHOLE (SE'E MANHOLE DETAILS) STANDARD MANHOLE BACKFILL NOTTO SCALE PAVEMENT GCORMANPUACLATREDBACKFILL #5 OR &8 ROCK BACKFIU. #5"5(OMRIN#.)8 STONE BASE MANHOLE CASTING & COVER RSI NE AGLMBIENTIWM UE EMNSCI ZAES T3I/N4GP RAENF DO REMA CE DH B U TMYELE RT UI NBGB EARS TS ME ACL ·A9N9 T0 ( AP RL MLI MEJ EOE TI ENI NXTTGS E TSR HHI OAE RLRL OE HQF AUJ VOI REI ENEMTX SET NEWTR ISI TOOHR F BJ AOI TSI UNT MMT I WCN -OR8 UAnSP PRIMER PRIOR TO WRAPPING) GRADING RINGS O N ER IONRG nMvUoS TR BI NE GUSS (EADT) L3E" A· 6S"T, H1 EGI GR AHDT SE CASTING ADJUSTMENT r " . >-..------- " "• ;-- ' .. • • " � ' , ' , NLOTcS:YNnJmc OR CONCRETE GRADE RINGS ALLOWED. � t; z ww GRADE RING 2. SYNTHETIC RINGS SHALL BE CRETEX PRO RINGS OR APPROVED EQUAL 4 3 6 S . . . . P C S C R O Y O E N N N C T C C A H R R S E E E T T T T I E G E C R R G RA I R I N D N A G E D G S ES R I S S R N H H I G N A A S L G L L S SL H B B S lA H : E L 3 AL 2 " L " · C L 6 M O " H . A N A X T V I A E MI U N A M M W . I A 3 N T " I E M A R N U D P M R G O S R O T E R F A I E T N N E G G R T A U H D S : D E 4 f T , C S I O O V N O E C , P R X S E Y I T P A E E T X . 2 O8RDEAQYUSI. VALENT. 7. RINGS SHALL BE ALIGNED VERTICALLY AND CORRfCTED rF OFFSET BEYOND 1/2". 89 .. RA ILSLEPRRREICNAGS ST SCHOANLCLRBEET EF RFEOER OFFO DR CE EF EMC TA SI N ART EICNESI TV AI NLGL AMT IAONNH OA NL EDS WAANRDR AA LNLT YN EI,NV SMP EA CNTHIOOLNE. S AWNITTIH·ICNO5R0R0OFSEI OE TN UAPDSDTTRTEI VAEM, COORNDSOHWJ ENLSOTORRE AEMQUOIFVTAHLEENRTE. C E I V l N G M A N H O L E S H A L L C O N T A I N 10. SEE SEWER SPEC AS NEEDED. \CRCCASC CONCRITE MANHOLE CONE STANDARD CASTING ADJUSTMENT AND GRADE RINGS NOTTO SCALE EXISTING GRADE CI ON SN CTC OAR LRI LTE ERDEMRS IAI LLNLI HEE NOX TIL SEST AEI ANN LDG, BOOT, OR GASKET PROPOSED PVC SANITARY GRAVITT MAIN SEEREPQIPUEIRBEEMDEDNINTGS BOTTOM OF TRENCH S ESTT AI NI NCL OE SN SC RS TE TE EE LMAANNCHHOOL RE W"' - 1 SCH 40 90 DEG. ELBOW ROTATED TO THE DIRECTION OF FLOW OUTLET OF INTERNAL DROP TO E LBEEV AA PT IPOR NO XO. FA TE XCI RS TOIWN GN SEWER PIPE ANO DISCHARGE TO CHANNEL II \\ ( ��r-rm.s�· ) 00 � Al'!'RDVED ll'f EWSIJ EXISTING MANHOLE CASTING ANO LID 1N.OTEIN: TERNAL DROP REQUIRES PERMISSlON FROM EWSU PRIOR TO USE. Z. CONE REPLACEMENT AND/ OR REPOSmONTNG MAY BE REQUIRED. 3. MINIMUM INSIDE DROP TO BE 35• (INVERT OF OT HU ET LIENTC OO MF ITNHGE PIINPTEETRON ATLH DE RION VP )E R T O F T H E INSIDE DROP BOWL ST S A E I C N U LE R S E S D S W T IT E l E - L 1 FASTENERS Z " BMOITNT. OPMR OOJ FE CI TNILOE NT (PCI PL EJ T S" OV " TSOH AI MP EP DR ONVOETFCLHO AWT) EXTERNAL PIPE COUPLER PVC INTERNAL DROP LEG STAINLESS STEEL STRAPS SECURED TO CONCRETE F S M A EE S A B T N R S E H A T N C A O E K f L R N E E S L T W E A D S A T S E L T 4 S L A 8 T WI '" E I L I T E Nl A L - T N 1 A E D 3 D R / P V J 8 U E A " R $ L S T S M T A ( A A B M I N L N I E U N L F E , C A S L O C S A F T M S nU P T R v I E N E o E G R L ) REQUIREMENT EEXXIISSTTIINNGG BSEANNCITHARY SEWER PIPE PRECAST INTERNAL DROP MANHOLE NOTTO SCALE · O) N1B" O3D2L LT3A /CH4I "OR DCL ELI ASE MANHOLE COVER BUTYL MASTIC PFRI ALELDCEJ AURSSSTTTMCROEI PNN C(TTRRYEIPNT. )GE TOPOf -·- =• - � TIP. � BBOAONPT DPT I OL NYMG COAOGFNEFCNRRTAEMTT OEE FRAME SECTION FORM AND FILL WITIH _,-' \\ .. . l NON.SHRINK GROUT (VIBRATE IN PLACE) TOP OF -- ---aFIuLTLEY"RL MSATRSITPIC(TYP.) FLEXIBLE FORMS INSTALLATION DETAIL INSTALLATION DETAIL FOR SLOPE ADJUSTMENT FOR FRAMES AND COVERS -N,-OTE~:MANHOLE FRAME & COVER TO BE ASTM A-4B, LATEST EDITION, CLASS JS WITH 24" DIAMETER FRAME. 2. ICJNOO TRNRDCAAEFNAF LI 1CE0 D2A2RUOEFRAT SHE. OQOLUREA SLF UW( TS IUET RTH ELHI TOE RAFAVL FYUF SDI CHU TAWYRI TECHAOSFV, I EN7 R' I SM. HMI NEAI DMC HSU IMTNREHEDEE I TBGESHAUTRR. . I FNE AGQCUSEAU) L R TF OA CE EA S& T 3. DIA NUB OTN YVO ENC O-GTVRREAARDF , EF MI {CAA CFA THREIERNA ESED, A7RB" TE HHA ERSII GEN THGTTSL, EUEMRQ FEUANACTLE) .T&O CEOA NS CT EJ AOLRE DD A LNI F T 1 H0 2O2L E SW. I ST EHT MT EODPI U2 "M 4. APPROVED WATER SEALANT REQUIRED AT ALL JOINTS. S. STAfNLESS STEEL REQUIRED FOR ALL HARDWARE ANO FASTENERS. 6. BAORELTASD, OEWTCN. MANHOLE FRAME TYPICALLY USED IN REMOTE UNDEVELOPED OR ELEVATED EXISTING GRADE C OERXEI SDTRI NI LGL ME XAINSHTOI NLGE CONCRETE MANHOLE AND INSTALL SOOT PROPOSED PVC GRAVITY MAIN S E EREPQI PUEIRBEEMDEDNI NTGS BOTTOM OF TRENCH BOLT DOWN FRAME NOTTO SCALE EXISTING MANHOLE CASTING AND LIO ·'.',�·:•:�-x,�s��· �/, �;').:' ,(7/,',"/,Y//'?::?; );;;; '.;;' � �<�, »,.��';'/); ,, ,, ,,,., hY,,. ,ii1>fi ����:'] % ,,�»> �)0,7}:v;,y; �%),f:1 I \ �%i"$ ,v.,<x:,-<,,(J ���<_ :, /)s�Yf---1\�y I I I I N1.OTER:EMOVE EXISTING INTERIOR BENCH ANO RE-POUR I I BENCHES AND CHANNELS WHERE POSSIBLE. I -- -- -- I 2. ENGINEERWILLVERIFYTHECOND!TIONOFTHE t- - ---1 PRECAST BASE AFTER REMOVAL OF THE INTERlOR I BENCH TO DITTRM!NE IF STRUCTURAL INTEGRITY HAS I I BJ ME EP NR ACmO MCPARLOOMRI SUENDSDUUC RC IENSGS FRUELM, OT HV AE LE. NJ TF IRR EE MBOAVS AE L I S I I I I SECTION SHALL BE REPLACED. I I I 3. INVERT ELEVATIONS TO BE COORDINATED WITH I ". ENGINEER � CL AHYAONUNTE LI SCOA NN LBYEAML LOODWIFEIEDDW. H E N EX!STING BENCH O R I I I I 5 6 . REFER TO WIN-20 FOR BENCHING ANGLES. IEFX INSET WI N IGN, CI ON MC OI NMGI NPGI PPEI PI SE LWA IRLGL ENRE DE DI A TMOE TMEART TC HH A N I I CROWN OF EXISTING PIPE. I I 7. IF LINE REQUIRES A DROP OF 2' OR GREATER, REFER TO DETAIL WW-14 OR 'NW-15. I I 8. ALL OPENINGS TO HAVE WATERTIGHT RESILIENT SEAL BOOT OR GASKET. -_--l I - _J I _j EEXXIIS5TTIINNGG BSAENNCITHARY SEWER PIPE NEW PIPE CONNECTION TO EXISTING MANHOLE NOTTO SCALE •• { 4 )A 12/32 " "9B/ 1O6L" T' < ' SBO. CN. � BOLTED MANHOLE COVER 5 / 8S" TTAHI NR LEEASD SE DS TREOEDL BUFITLYLEL RMASSTRTIICP (TYP.) P RAEDCJAUSSTT MC OE NN CT RREI NT GE SECURE NUT ROD TO BE FIRMLy ,/-IH--,,,..�1i..-t-t-�i+---t- SECURED BY o:tES!:rnoN WEDGE ANCHOR OR EPOXY NOTE: INSTALLATION DETAIL FOR FRAMES AND COVERS 1. AALPLPRJOOIVNETDSW. ATER SEALANT REQUIRED AT 2.. WATERTIGHT MANHOLE FRAME MODE #OR10E4QSZUIBVYALEEANSTT.JORDAN IRON WORKS, INC 3. 4. H S B SH O T A A A L R T I L D N L WD L B E O A E S WR S I E N N S A T F M N E L A O O E N L O F H A RO O S E P L T Q l E E A U N F I I N R R E E A R AD M S R . EE F A O A S R N O D A R L C L A O T VER DIRECTION OF ENGINEER PI ( C 2 K ) B E A P R IC S " ' ., �(< )A ,2,3, . ,9S/ 1O5L" 0, SBO. CN. I . . I FRAME SECTION 5 / BS" TTAHI NR LEEASDSE SD TREOE DL B BOAONPT DPT I OLNYMG COAOGFNEFCNRRTAEMTT OEE ROD TO BE FIRMLY W E DS GE EOC RUA NRE ECP HDO OBX RYY FORM AND FILL WITIH _,,,II"l NON.SHRINK GROUT (VIBRATE IN PLACE) Hh"'-- BUTYL MASTIC FLE F (T X IL Y I L B P E L . E ) R F S O TR R I M P S INSTALLATION DETAIL FOR SLOPE ADJUSTMENT BOLT DOWN MANHOLE FRAME AND COVER NOTTO SCALE ?RECAST CONCRETE MANHOLE {SEE PRECAST CONCRETE MANHOLES FOR ADDmONAL INFORMATION) MBCAOONORHTEO ODL RER J AGL NAL OSE KXI EINTSS T TPI AEN LRGL S CRUOEB SNMI CLI RIT EET NTA TEL BENCH (SEE BENCHES AND CHANNELS FOR ADOmONAL INFORMATION) .J p=.==��F==r=t----1---J(,- NEW SEWER PIPE I I I I \ I I I GNROONU- TS HI NR VI NE KR TG RWOI UT HT CHANNEL (SEE BENCHES ANO CHANNELS FOR ADDmONAL INFORMATION) ( PS RE EE FCOPARRSETAC OAC SOOTmN CC ORO INNTACELR EMI NTAEFNOHMROAMLNAEHT OBI OAL ESN SE) CORE EXISTING MANHOLE FOR NEW TAP NOTTO SCALE TYPICAL SEWER DETAILS • � z w � z C/1 w - 0 > - � 0 z U) oz <( IC U) w 0. ;fi� z � � 0 a: w 0 - - � w w uz � � w w :c z · I- J: U) I- - � Cl) ll. CJ >- a: z IC >� Cl) w a: 0 � w IL ti.O IC Ul ::!: 0� WW� � 0. >-� w iii U) a: (/) Iw r-' � >- U) � - IC� u <( U) - z Cl) REVISIONS BID SET C 2025 PL8M0.oOi 1od. �wWBoc oeo . s !stxe�! em2B. 9rl 5Eon mrnl igl Hwi nna�eye4rS7s t5. r c5I n�J ct . DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. a.c. CHECK E.K.P. PROJECT NUMBER 2018092-01 9 9 OF 14 I FlLE NUMBER �il)b I Do Not Use Plan Previews for Take Off
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