SADDLESMAY BE USEDIN NEWCONSTRUCTION ONLYWITH THE APPROVALor THE PWCSAAND SHALLBE SUBJECTEDTO TEN FEETor HYDROSTATICHEAD (4,3 PSI) PRIORTO CUTTINGMAIN.
LOOPTRACER WIRE AROUNDMAIN SANITARYSEWER sMAIN
FLOW
90" UNLESSOTHERWISE SHOWNON PLANS PREMANUFACTUREDTEE_/
...... ______STANDARDf57 STONE SEWERSERVICECONNECTION BEDDINGTHROUGHOUT PER SPECIFICATIONS
d.....Ll )_ ____ .__ TIE WRAPTRACER WIRE EVERYS'
MIN. 20' (1 FULL JOINT) BEYONDPROPERTYLINE J_ LOOPADDITIONAL2' or WIRE PASTEND or LATERALFOR CONNECTIONTO PLUMBERS C900 x IPS COUPLING PORTIONor LATERAL---- with IPS PLUG SEWER SERVICE CONNECTION PLAN VIEW FOR NON- PUBLIC RIGHT-OF-WAY SO1.07.01 N,T,s, REV-2017 z ~ ci en zz o5 - IL ....!c z en o
PREMANUfACTUREDTEE SANITARYSEWER sMAIN
90- UNLESSOTHERWISE SHOWNON PLANS
CUT EXISTINGSERVICELINE AND PLUGEXISTING TEE AT MAIN - - # 12 SOLIDCOPPER TRACER WIRE(COATED)
.______STANDARD#57 STONE BEDDINGTHROUGHOUT
PROPERTYLINE----
SEWER SERVICE CONNECTION TERMINATION S01.11.01 N.T.S. REV-2017 ------
SADDLESMAY BE USEDIN NEWCONSTRUCTION ONLYWITH THE APPROVALor THE PWCSAAND SHALLBE SUBJECTEDTO TEN FEETor HYDROSTATICHEAD {4.3 PSI) PRIORTO CUTTINGMAIN.
LOOPTRACER WIRE AROUNDMAIN SANITARYSEWER MAIN
FLOW
90" UNLESSOTHERWISE SHOWNON PLANS PREMANUFACTUR£DTEE_/
. ,______STANDARDf57 STONE SEWERSERVICECONNECTION BEDDINGTHROUGHOUT PER SPECIFICATIONS
<1-..LJ,- -__....___ TIE WRAPTRACER WIRE EVERY5'
,.
PROPERTYLINE CLEANOUT
MIN.20' {1 FULL JOINT) BEYONDPROPERTYLINE NOTE: 1. FORELEVATIONS AND FURTHERDETAILS, SEE DETAILS02.07.00 & SECTION170.05 J_ OF THE USM. LOOPADDITIONAL 2' OF WIRE PASTEND OF LATERALFOR CONNECTIONTO PLUMBERS C900 x IPS COUPLING PORTIONOF LATERAL with IPS PLUG
SEWER SERVICE CONNECTION/REPLACEMENT PLAN VIEW FOR PUBLIC RIGHT-OF-WAY SO1.17.00 REV-2017 MARKENO OF ALLLATERALS WITH . 4" x 4" POST
OOPADOlllONAL g 2' Of WIREPAST LATERALFOR I w i3~ CONNECTIONTO a~ t-- PLUMBERSPORTION PREMANUFACl\JRED~ en OF LATERAL TEE i
C900X IPS COUPLING withIPS PLUG
OFFSETSTAKE en < g w I !~ MIN.5' MIN. 3' i3 en~ # 12 SOLID COPPER ~ ~ TRACER WIRE(COATED) ~
COMPACTEDBACKFILL SELECTEDMATERIAL I PREMANUFACl\JRED TEE
PROPERTYLINEOR __J RIGHTOF WAY I FILL ALL VOIDSUNDER PIPE WllH 157STONE
NOTES: 1. GRAVELBEDDING THROUGHOUT t,.S PER SECTION 170.01.b 2. RISERSLOCATED DIRECTLY OVER THE SANITARY SEWER MAIN MUST BE NOTED ON THEPi.ANS. 3. 4• LATERALSMUSTHAVE A MINIMUM GRADE OF 2.08". 6" LATERALS MUSTHAVEA MINIMUM GRADE OF 1.00". 4. MARKALL ENDSOF LATERAL WITH 4"x 4" WOODENPOST.
SEWER SERVICE CONNECTION PROFILE VIEW FOR NON-PUBLIC RIGHT-OF-WAY S02.07.00 REV-2017 OFFSETSTAKE MARKENDOF PROPERTYLINE CLEANOU ALLLATERALS WITH 4• x 4• POST
I 12 SOLIDCOPPER lRACERWIRE (COATED) TIE WRAPTRACER ~ Yt1REEVERY5'
INVERTELEVATION AS SH0Yt111ON PLANS
C9DOX IPS COUPLING with IPS PLUG
L OFFSETSTAKE\
PROPERTYLINE CLEAN OU~ \ OfFSETSTAKE
1 ~ ~~H~~~ _1 "" 1' MIN.3' I-!~ a en~ MIN.5' # 12 SOLID COPPER W3: TRACERWIRE(COATED) ~ 0
COMPACTEDBACKALL SELECTED MATERIAL I PREMANUFAClURED ...__o--:...._TIE WRAPTRACER TEE WIREEVERY5'
PROPERTYLINEOR _J RIGHTOF WAY · 1
ALL AU. VOIDSUNDER PIPE Vt11H#57 STONE
NOTES: 1. GRAVELBEDDING THROUGHOUT ,s PER SECllON 170.01.b 2. RISERSLOCATEDDIRECTLY OVER THE 5Af4ITARY SEWER MAIN MUST BE NOTED ON THEPLANS. J. 4" LATERALSMUSTHAVE A MINIMUM GRADE OF 2.0BX. 6" LATERAIS MUSTHAVEA MINIMUM GRADE OF 1.00,t 4. MARKALLENOS OF LATERAL WrTH 4"x 4• WOODENPOST. SERVICE CONNECTION/REPLACEMENT PROFILE VIEW FOR PUBLIC RIGHT-OF-WAY S02.17.00 REV-2017 3 .-1- -- ·--· I
·<1•
' <1 .d . ~ <1 ~ •• . . Ll : :4
..:1,<1
, 4<1 A .. 3'
<1 <1 • <1
. 4 4~ .' .. 41
<1 .
SIX RIBS, EQUALLY SPACED
NOTE: :::~~-___...~TIE WRAPTRACER WIRE EVERY5' ALL PARTSSHALL BE 6" SANITARYCLEANOUT ASPHALTUMPAINTCOATED ~ ASTMA-48, CLASS25 # 12 SOLID COPPER CASTIRON. SECTIONA-A TRACERWIRE {COATED) CLEANOUTCOVER FOR PAVEDAREAS S03.07.01 N.T.S. REV-2017 r 12" -i CLEAN OUT CAP MUST BE BRASS
# 12 SOLID COPPERTRACER WIRE (COATED)
4" CLEAN-OUTSTACK
#57 STONE PLUG
FLOW
4" GRAVITY LOW PRESSUREFORCE MAIN LATERAL FROMGRINDER PUMP SANITARYTEE
---- PROPERTYLINE OR RIGHT-OF-WAY
NOTE: GRAVITY LATERAL SHALL CONFORMTO SEWER SERVICE CONNECTIONDETAIL EXCEPT FOR LOCATION RELATIVE TO PROPERTYLINE.
. GRINDER PUMP CONNECTION TO GRAVITY SEWER MAIN S04.07.01 N.T.S. REV-2017 NOTE: THISMETHOD OF CONNECTIONSHALL NOT TAKE PRECEDENTOVER USING TEES. THE APPLICATION SHOWNHEREIS FORTAPPING EXISTING MAINS.
PVCHUB
RUBBERBOOT
NOTE: INSERT-A-TEECAN BE CONNECTEDTO PVC, PERMALOC,SPIROLITE, SLIP LINER, QUCTILE IRON, THIN WALLMAIN LINES, CONCRETE(MAINLINES AND MANHOLES),CLAY, ALL THICKWALLED MAIN LINES. IT IS A THREEPIECE CONNECTION THAT IS COMPRESSION-FITINTO THE COREDWALL OF THEMAIN LINE.IT CONSISTSOF SIDESERVICES OF 4" THROUGH 12" AND FITSALL MAINLINE DIAMETERS.
INSERT-A-TEE N.T.S. S05.07.01 REV- 2017 NOTES: 1. MANHOLETO MEETCURRENTREQUIREMENTS OF ASTMSPEC.C--478. 2. AU REINFORCINGSTEELTO MEETCURRENTREQUIREMENTSOF ASTMSPEC.A-615. 3. CONCRETETO BE -4000PSI MINIMUMCOMPRESSIVESTRENGTH. -4. TAPEREDJOINTWITH0-RING GASKETTO MEETCURRENTREQUIREMENTS OF ASTM SPEC.C-361 & C-«3. 5. 301 MASTICOR APPROVEDEQUALSHALLBE USEDIN ADDITIONTO THE JOINTSPECtf'IED. 6. APPROVEDFLEXIBLEJOINTREQUIRED ON AU PIPECONNECTIONSTO MANHOLES. INSTALLATIONSHAU BE IN ACCORDANCEWITHMANUFACTURER'S INSTRUCTIONS. STUBMAYBE USEDAT THE APPROVALOF THE INSPECTOR. 7. MANUFACTURER'SNAMETO BE ON THE INSIDEFACEOF ALL SECTIONS. 8. SETCOVERFRAMEON PIONEER301 MASTICOR APPROVEDSUBSTITUTE. 9. FASTENWATERTIGHTFRAMETO 3/-4• ANCHORBOLTS(SETACCORDING TO CONESECTION DETAIL)WITHNUTAND2• WASHER.CUTANCHORBOLTSOFF 1• ABOVENUT. 10. KEYWAYSMAYBE SUBSTITUTEDFORLIFTINGLUGS. 11. SHOPDRAWINGSAREREQUIRED FORMANHOLES USEDWITHSEWERMAINSGREATER THAN 2-4" ANDMUSTBE APPROVEDBY PWCSA. 12. MASONRYUNITSMAYNOTBE USEDFORADJUSTMENTS. 13. MANHOLESTEPSSHALLBE AMERICANSTEPCOMPANYML-10-TDS-SSR ORAPPROVEDSUBSTITUTE.
SEEMANHOLECOVER RINGDETAIL
PRORINGORLADTECHADJUSTING RINGSOROTHERSAPPROVED BY SERVICEAUTHORITY CONE
OPTIONALFIBERGLASS SEEPRECASTCONCRETE INSERTSEAL CONESECTIONDETAIL STEPSTO BESETINLINE
RISERS1,0' MIN;5.0' MAX. 0 LIFTINGLUG BITUMASTICCOATING RISER NOTCHFOR0-RINGGASKET
LIFTINGLUC,NOTHROUGH _:J I, HOLESAUOWED ~ .., '. . , ... ,, .....en , . ii: BASE ~ ··,
. ' ~' ...;_: ·-~·:., , ...... MIN.s• COMPACTED--1.or!Pllllo:-t---4 i------,4·-0· ------I VDOTNO.57 STONE ------s·-s· MIN.------1
PRECAST CONCRETE 4' DIAMETER MANHOLE S06.07.01 N.T.S. REV-2017 "'-..STANDARDMANHOLErRAME& COVER PRO RINGOR LADTECHADJUSTING\ ' RINGSOR OTHERSAPPROVED 6....::- - =---i:3 NOTES: SY SERVICEAUTHORITY di _ _ b 1. CONCRETEMUST SE 4000 PSI COMPRESSIVE STRENGTH,MINIMUM. ...,._....;,-.;!,...J --- ...r....... ! 2. PIPE CONNECTIONSTO MANHOLESTO SE APPROVED rLEXISLESLEEVES. 3. MANHOLESOVER 6' DIAMETERREQUIRE DETAILEDDRAWINGON PLANS•• 4. ALL REINrORCINGMUSTMEET CURRENT REQUIREMENTSor ASTMSPEC. A-615. 5. MANUrACTURER'SNAME MUSTBE ON INSIDE rACE or ALL SECTIONS. 6. MANHOLEMUST MEET CURRENT REQUIREMENTS or ASTM.SPEC. C-478. 7. PLACE5• COMPACTEDVDOT NO, 57 STONE UNDERBASE SECTIONS. 8. JOINTCONrlGURATION MAY SE CASTBELL-UP OR SPIGOT-UP. 9. MANHOLESTEPS TO BE AMERICANSTEP COMPANY ML-10-TDS-SSR OR APPROVEDSUBSTITUTE.
0-RING JOINT ASTMC-361 ASTMC-«3 4
. . . · ' . , ~ ·i . ~ ·. •: '. STD. PRECASTCONC. t . . . ., ·"' . r ··~.,;.. ~ rLAT TOP REDUCER :' ~. -0 MANHOLEDIAMETER : :.. ~. . LIFTINGLUG IN rEET or_/ ..__.. KEYWAY(TYP.) 5' 6' tG A 60'" 72" B e.-· gs• ;'i·: " STD.PRECASTCONC.RISER :zIn 5• 7• 0 C i! D 8'" 8" .. ~-; w ., .• . :I E VARIES i5 •• ~ I r 13'" MIN. 13'" MIN. G VARIES
PRECAST CONCRETE 5' AND 6' DIAMETER MANHOLE S07.07.01 N.T.S. REV-2017 NOTES:
1. CONTRACTORMUSTHAVEADEQUATE EQUIPMENT TO PUMPAROUNDEXISTING LINEWHILEMANHOLEIS CUTIN.
2. PRECASTCONCRETEMANHOLE SHALLCONFORM IN ALL OTHERRESPECTSTO STANDARDPRECASTCONCRETE MANHOLES. 3. DOGHOUSEMANHOLESARENOTPERMITTED WITHOUT WRITTEN PERMISSION FROMTHE PWCSA.
OPTIONALFIBERGLASSINSERTSEAL
,·· ...... ______. ··, . , .. . . ., , •.. . . -~
. 41
A KOR-N-SEAL 4' MIN.-l 4 ' OR CAST-IN-PLACEBOOT (TYP.) I
• 4 • 41 • •? 4 ·. • • 41 4 .· 41• •• . .,d •41
WATERTIGHTCOUPLING OR SLEEVE(TYP.)
'-- EXISTINGLINE(TYP.) PRECASTCONCRETE CUT-IN MANHOLE S08.07.01 N.T.S. REV-2017 SlD. MANHOLEFRAME ,t COVERb PRO RINGOR LAOTEOiAOJJS11NG RINGS c5f_-_~ OR OTHERSAPPRQ'-t(I)BY SERVICEAUTHORllY NOlES:
1, PRECASTMANHOLE SECTIONS SHAl.1. CONFORM TO PWCSAUTIUlY STANDARDSMANUAL 2. BASESECTION DIAMETER SHAl.1.BE: ~. 4'-0" FOR24" PIPEAND SMAl.1.ER SlD. PRECAST 5'-0" FOR2r to 39" PIPE CONC.4' DIAM. 6'-0" FOR42" AND LARGERPIPE CONESECTION 3. JOINTSMAY BE CASTBELL-UP OR SPIGOT-UP. 4. EITHERFORM RECESS IN BASETO MATCHRISER JOINTOR SETRISERSECTION IN CAST-IN-PLACE BASETO DEPTHOF JOINT. 5. MATCHCRO~ OF EXIS11NGPIPE IF PROPOSED SEYimIS SMAU.ERTHAN EXIS11NG ~. OTHERWISEMATCHINVERT OF EX1S11NG~ 6. SETPRECASTCONESECTION SO COVER15 DIRECllY SlD. PRECASTCDNC. OPPOSITETHE DO~SlREAM ~ RISER,4' DIAM, • 7. PIPESURFACE SHAl.1.BE Q.£AN ANDCOATED WITHA BONDINGAGENTBEFORECASllNG CONCRETEAGAINST IT. 8. DESIGNAND OR USE OF THISMETHOD IS AT THESOLE DISCRETIONOF'THEPWCSA,
SlD, PRECASTCONC. A.ATTOP REDUCER
i---- -&m .• PRECASTCONC. RISI: - :R----t SEENOTE2 T 6" MIN. ---1 2'-MIN. JOINTSEALANT _L COMPOUND,TYP. •..
REMOVETOP OF PIPE
EXISTINGSEWERPIPE PROPOSEDSEE
3• : ~ .!' . -----!....·}\::4.·:--.\. :·.~·: ~ 4•
~ 6 MIL POLYFILM BETWEENSTONEBASE AND CONCRETE. CAST-IN-PLACE #5 0 12· cc CLASSA CONCRETEBASE EACHWAY 5000 PSI CONCRETE #57 STONE(TYP,)
CONSTRUCTION OF MANHOLE OVER EXISTING SEWER so9.07.01 N.T.S. REV-2017 ---~---
REMOVEMANHOLE FRAME & COVER. - REMOVEAll ADJUSTMENTRINGS. 0 1· , - · I
,-· ...... ~, . .# .: .·., . REMOVEMINIMUM 24• FROM .,. BLOCKORBRICKMANHOLES. REMOVECONESECTIONFROM •.. . PRECASTMANHOLES. . .~
FILLREMAININGAREAWITHf57 STONE.- - --..
BULKHEADALL CONNECTIONSTOMANHOLE WITHA PRE-MIXED,FAST SETTINGVOLUME STABLE, WATERPPROOFCEMENT: or ASDIRECTEDBYSERVICE AUTHORITYFIELD INSPECTOR.
~ ·- 4_,"_. ....·__ ._?_4_·_. - 4"-"..4=-· _·_.4_4_._·_ 4._-·_ .....·.i...... _---'- ......
NOTES: 1. WHEREMANHOLEIS LOCATED IN PAVEMENT, PAVEMENT SHALL BE RESTOREDIN ACCORDANCE WITHVDOTSTANDARDS. 2. MANHOLESLOCATEDIN EASEMENTAREAS SHALL BE RESTOREDSIMILAR TOSURROUNDING CONOmONS.
ABANDONMENTOF MANHOLE N.T.S. S10.07.01 REV-2017 3"
A A ' '
3/ 4"
..--,______6"_MIN~·· -~•• ANCHORBOLT DETAIL J
-----VARI ES ____ j I
SECTIONA-A
PRECAST CONCRETE MANHOLECONE SECTION s11.07.01 N.T.S. REV-2017 COVER FRAME
LOGO
1-1/2" LETTERS, LABELSHALL READ "WATER"FORWATER TOPVIEW APPLICATIONS 1" , VENTHOLE
,.J ~ 25-1 /2" I_c2-1 /2" 1 , ~ TOPVIEW I 21" I T 2" SECTION LJ:1"3/4'!...jI r1" -J!-3/4" ,--~ I t t---~ 1 1 4 1"-f~1i - / " 3/4" 1"T ~~ -MAXIMUM3" DRAFT - 3/4" 1~8" ..1 ~~l CLOSEDPICKHOLE 3/4~ T ENLARGEDSECTIONALTERNATIVES
1-25-3/4'-' - [_-,--6-SSS-,Jz\· L l-2s"+3/B",-1/4'~ BOTTOMVIEW -·I ---40"--- SECTION
NOTES: 1. MACHINEALL BEARINGSURFACESTO BE TRUEAND LEVEL. 2. MANHOLEFRAMEMAYBE GUSSETTED. 3. USEASTM A48 CLASS308 GRAYIRON OR BETTER. 4. CERTIFYFRAMEAND COVERFOR AASHTO H20 LOADINGOR BETTER. 5. RECESSLABELLETTERING AND LOGO. 6. ADJUSTABLEFRAMEANDCOVER AS PERMITTEDBY SERVICEAUTHORITY.
STANDARD MANHOLE FRAME AND COVER S12.07.01 N.T.S. REV-2017 COVER FRAME
j l-2H/t'-j _r2-l/2• ,., Ir ,,. iIT »-1/2. SECIIONA-A
.cl 1-1-7/1. 1/2-rEcmi IIDLTHOU:
~·· 5/1-11 tapped hall LUGDETAIL NOTES: 1. MACHINEALL BEARING SURFACES TO BE TRUEAND LML 2. MANHOLEFRAME MAY BEGUSSETTED. 3. USEASTM M8 CLASS30B GRAYIRONORBETIER. 4. CERTIFYf'RAME AND COYER FOR AASHTO H20 LOADING ORBETTER. 5. RECESSLABEL LETTERING ANDLOGO, &. PROVIDE3/8• - RUBBER 0-RING GASKET f'OR MANHOLESEAT, 7. PROVIDEFOUR 5/8-11 x H/2• STAINLESSSTEEL HEX HEAD BOLTS.
WATERTIGHT MANHOLE FRAME AND COVER S 13.07 .00 N.T.S. REV-2017 / MANHOLEFRAME AND COVER
11 }ff!;{: 3/4 MANUFACTURERv,i-=-..::...... ,0,...... ______SEAL
1211 MAX. PRO RING OR LADTECH ...... ----4ADJUSTINGRINGSOR ADJUSH.4ENT 1---1 OTHERSAS APPROVED1----1 BY SERVICEAUTHORITY
4 V
4.
PRECASTMANHOLE CONEl
4 3/4., MANUFACTURER_/' SEAL V
PRO RING, LADTECH RING OR OTHER S14.07.00 N.T.S. REV-2017 A 0 ..______G_A-SK_E__T ~
1/8" DIAMETERHOLE(FOR PRESSURERELIEF) LOCATEHOLE NEAR TOP OF INSERT
NOTES: 1. THE MANHOLEINSERT WILL BE MADE OF NON-CORRODABLEMATERIALS AND WILL NOT BE DAMAGEDBY SEWERGASES OR ROAD OIL. 2. THE INSERTSHALL HAVE TWONYLON STRAPS FOR LIFTINGTHE INSERT. THE STRAPSSHALL BE AITACHEDTO THE INSERTWITH STAINLESS STEELRIVETS. 3. THE BOWLSHALL BE ± 1/8" THICK AND SHALL BE BEWTEEN6 11 AND 8'* DEEP. 4. THE INSERTSHALL HAVE A GASKETTO SEAL BETWEENTHE INSERTAND THE UP OF THE MANHOLEFRAME.
WATERPROOF MANHOLE INSERT S15.07.00 N.T.S. REV-2017 SECTIONA-A
FOUR3/4• 91x 4• HOLES EVENLYSPACED -- 32" - 1 I 24• ~
NOTES: 1. CONCETETO BE 4000 PSI COMPRESSIVESTRENGTH, MIN. 2. ALL REINFORCINGSTEEL TO MANHOLESIZE MEETCURRENT REQUIREMENTS 4' 5' 6' OF ASTMSPEC. A-615. A 45• 72• 3. MANHOLESECTIONSTO MEET so· CURRENTREQUIREMENTS OF B sa· 72• as· ASTMSPEC. C-478. C 6" s· r 4. FLAT TOP SHALLBE USEDONLY D s· a· a· WHENSPECIFICALLY REQUIRED BY THE PLANSOR WHERETHERE IS HEIGHTOR INVERTCONFLICT As Determined By The CONTRACTORAND APPROVED BY THE INSPECTOR. S. JOINTCONFIGURA TlON MAY BE CASTBELL - UP OR SPIGOT-UP. 6. ANCHORBOLTSAS SHOWNIN DETAILS11.07.00
A A L_ IIWJ:~~~=11===9~1=~~~1 _j
TOP VIEW
PRECASTCONCRETE MANHOLEFLAT TOP S16.07.00 N.T.S. REV-2017 J A
NOTES: TOP VIEW 1. CONCRETETO BE 4000 PSI COMPRESSIVESTRENGTH, MIN. 2. ALL REINFORCINGSTEEL TO MEET DIMENSIONS CURRENTREQUIREMENTS OF ASTM 5'-4' 6'-4' SPEC.A-615. A so· 12· 3. MANHOLESECTIONTOMEETCURRENT 72• Requirements Of ASTM B as· SPEC.C-478. C s· r 4. JOINTCONFlGURA llON MAY BE CAST D a· a· BELL-UP OR SPIGOT-UP.
1--4--- 4•-10• -----+-1-1 4·-o·--1 I 4• MIN. ~======~. I t D i
SECTIONA-A
PRECASTCONCRETE MANHOLEREDUCER S17.07.00 N.T.S. REV-2017 A A L_ _J
NOTES: 1. All REINFORCINGTO MEET REQUIREMENTSOF CURRENT ASTMA-615. TOP VIEW
NOTCHFOR 0-RING GASKET
4'------t • l ~I I 2· ~II MIN
,~------~------5'------ vi~4 3/4.MIN.
SECTIONA-A PRECASTCONCRETE MA NHOLE CONICALREDUCER-5' TO 4' s1s.07.01 N.T.S. REV-2017 ...... \_ FINISHED GRADE • ,d
.. • • • 4 .• .. . ,. ,. ··. .:-.....
RELINER® INSIDE DROP BOWL SECUREDWITH STAINLESS STEEL FASTENERSW/ OPT. FORCE LINE HOOD
EXTERNALPIPE COUPLER
RELINER® STAINLESSSTEEL STRAPS SECURED TO STRUCTURE WITH STAINLESSSTEEL FASTENERS.AT 4• INTERVALS (MIN. OF 2) ...... '•. ..· 1 FULL JOINT OF DUCTILE IRON PIPE (DIP) INTO MANHOLE.
PVC DROP PIPE
,......
·, J ----l:U.-:r - 45• PVC BEND -:-- ~ - .,.::_\ TURNED IN THE DIRECTIONOF FLOW, BUILD CHANNEL
RELINER®DROP END (OPTIONAL)
INSIDE DROP MANHOLE DETAIL S19.07.01 REV-2017 NOlES: 1. Fill drop connection trench with Closs B concrete. Drop connection trench width to be same as approach trench. 2. Manhole shall conform in all other respects to STANDARD4' 1.0. PRECASTCONCRElE MANHOLE and CONESECTION details. 3. Keep annular space between manhole and pipes free of concrete, mortar and grout.
Four #4 Rebars to be placed under pipe 4 ta support joint.
4 't> 4 <1 Kor-N-Seol or cost-In place boot 4 I> 4 ·.4 Class B Concrete Some pipe material Bench Slope 2' Per Foot
Crown of bend shall be 1' Min (See Note 1) 4• above crown of main sewer 1> 4
Kor-N-Seor or cost-ln ploce boot
4 I> Min. s· Compacted #57 STONE
4' MANHOLE WITH I OUTSIDE DROP CONNECTIONS20.07.01 I N.T.S. REV-2017 l BACKWATERVALVEJOSAM SERIES67100 OR EQUAL 4" SCHEDULE40 GALV. STEELPIPE (N.P.T.)
: 0 I °N
C CLAMPSAND ALL-THREADROD. SEE MANHOLEVENT SUPPORTDETAIL (DETAIL45)
COREBORED HOLE (UNLESS KOR-N-SEAL CAST-IN-PLACEBOOT IS USED) r> OR CAST-IN-PLACE 4"x4"PRESSURE BOOT TREATEDWOODEN BLOCK
I> STAINLESSSTEELNUTS I>
1" x 1/8" STEEL PIPE CLAMP I> I> NOTES THREADEDANCHOR 1. ANCHORHOLESSHALL NOT EXTENDTHROUGHMANHOLEWALL 2. COATPIPE CLAMPWITH BITUMASTICSEALANT MANHOLEVENT N.T.S. S21.07.01 REV-2017 18" - 24" MAX CONNECT1RACERWIREFDWM1NC SERVICE lA1tlW.TO IIIREfCWMINGUMI USINGDR'l'C0NN WAlDI PROOF CONNECTORmowIONCINHCIYAllOHS (l 0 • 36"• IIETERCROCK~ TOGRINDER _JllM:EILWIRE(m!. __ _ 1 1/r WIN.P't'C,SCH.40 PUIIP 1 1/2" TRI.{ UNION IIAl1.VALW: (FDREXISTING CONDRIONS ONLY) ATTACHINSUlAT[[) COPPER f12 LOCATING WlRE TOFORCE MAIN USING PLASTIC CASlETIES (SPACINGEVERY 5') NOlIS: 1. USESCIEIUlf40 SOL'ttNTWElD IE.l ,I SPIC0TPYC P1'E. (220 PSI RA11NC). 2..ALLPl'EC0IHC1IONSWS1' lffllSTNIDFill S'1SIEMPR£SSURE WfflOIT 1 NPTPl.UC SEPARATING. 3. PRIMlEf12 SOUDCQPPER 1RAC£RWIIE IUlNC EN11RE f'DIICE 11A1N o!1LAlDW. CONl£110NTOGRNIER PUMP HOUSING. 1RACER WIREWlL BE LOOPEDIN BOXSO '!HATITCAN BE EXIDIIED A 11N.Of 18"111M.TOPOF BOX. WIRE ltl BESl1W'PEDTO w.N NID lA1EIW.USING PIAS1IC CMII.E TES PlACED EVERY 5 f'm, 4, AU.FIT1N)S WU BESCIEIUlf 110PYC, (l2D PSI RA11NC) ATTACHf12 LlltA1lNGWIRE1D FllRCEw.N USINGP1AS11C r.18.E1ES (SPACINGE\U'f 51 AIW'TATIONFDR FUISIING STATION Otl LOWPR£SSlllEFORCE w.N DrJDEND FLUSHING STATION AND GRINDER PUMP CONNECTION TO LOW PRESSURE FORCE MAIN S22.07.00 :ti..L.S.... REV-2017 1. CONCRETESHALL BE 4000 PSI COMPRESSIVESTRENGTI-l, MIN. 2. ALL REINFORCINGSHAW MEETREOUIRMENTS OF CURRENT ASTM SPEC A-615. 3. MANHOLESECTIONSSHALL MEET REOUIRMENTS OF CURRENT ASTM SPEC C-4 78. 4. TAPEREDJOINTWilli 0-RING GASKETSHALL MEET REOUIRMENTS ASTM SPECS C-361 & C-443. 5. CASTMANHOLE SECTION INTO BASE 2• OR DEPTI-lOF' JOINT, WHICHEVER IS DEEPER. 6. JOINTCONFIGURATION MAY BE CAST BELL-UP OR SPIGOT-UP. 7. SIZEDOGHOUSE OPENINGS 4• MIN. AND a• MAX. LARGERTliAN PIPE O.D. CHARTA B. ALL AIR RELEASEPIPING SHALL BE BRASS. MIN DIMENTIONS 9. FOR FORCEMAINS SMALLER TI-IAN s• DIAMETER,EXCEPT FOR DUCTILE IRON, FM TO ts• TO 20• TO 35• CLAMPTI-IE AIR/VACUUM RELEASEVALVE TO TI-IEANGLE IRON SUPPORT BRACE. MH 4' 5' 6' 10. CASTBASE ON FIRM,UNDISTURBED SOIL A 4a• so· 72• 8 s· s· 7• 11. STANDARDPRECASTBASE SECTIONMAY BE USEDFOR NEW FORCE MAIN CONSTRUCTION.BED STANDARDBASE ON MIN. 5• VDOTNO. 21A. CORE HOLESFOR PIPE MIN. 4• LARGERTHAN PIPE O.D. CONFORMTO TI-IISDETAIL IN ALL OTI-IERRESPECTS. STANDARDMANHOLEFRAMEAND COVER ~~~~~~~~~~~zir PRECASTCONCRETE .·. : ··.. 4 . ·• ; ·.. ' MANHOLEFLAT TOP -~-~~ · ~·.,-----. APPROVEDAIR AC. RELEASEVAL • ANGLEIRON TOP OF VALVE SUPPORTBRACE SHALLBE 24• BOLTEDTO MH BELOWGRADE. ' ·· STEPSMAY BE REQUIRED , WALLS BALL VALVE(TYP.) , ' BALL VALVEOR CORP.STOP TAPPINGSADDEL . · . . OR TAPPEDTEE -~j FILL TO SPRINGLINE Wini -·-·· • VDOTNO. 21A STONE. L •N :z ::::E rB------A------i L _ _ L._ 4 SOLIDCONCRETE BLOCKS AT 90' POINTS_,./ SEWAGE FORCE MAIN AIR or VACUUM RELEASE ASSEMBLYs23.07.oo N.T.S. REV-2017 MANHOLEFRAMES&: COVERSAT GRADE. CLEANOUT ....I ~ ~ 0 5 0 •,,., =i I •0 ...... I '- UNDISllJRBEDEARTH NOTES: 1. DESIGNBASEDON COMMERCIALLYAVAILABLEPRE-CAST SEPTIC TANK. 2. MINIMUMSTORAGE500 GALLONS. GREASETRAP N.T.S. S24.07.00 REV-2017 ONLYALLOWED WITH SPECIFIC PWCSA PERMISSION CAREFULLY--- ~ w,..c,.¥ TAMPED BACKFILL {95i MAXDENSITY) 1/4 B 1/4 D (4• MIN.) STANDARDCONCRETECRADLE CAREFULLYTAMPEDBACKFILL 95X MAXDENSITY 1/4 D {4• Min.) 1/4 0 (4• MIN.) STANDARDCONCRETEENCASEMENT (FOR USEWHENAPPROVED BY DIRECTOR) NOTES: 1. CONCRETETO BE CLASS•B• UNLESSOlHERWISE SPECIFIED. 2. TRENCHWIDlH SHALLBE AS SPECIFIEDOR AS SHOYINON PLANS. CONCRETECRADLE AND ENCASEMENT S25.07.00 N.T.S. REV-2017 L------~ SIGN: HEIGHT5'-6" ABOVEGRADE LABELEDFOR SERVICE "WARNING:SEM:RPIPE CROSSING"or "WARNING:WATERPIPE CROSSING• (TYPICAL2 PLACESAS APPROVEDBY VDOT) 1/2" STEELCABLE M:LDED TO CASINGAND FASTENEDTO SIGNPOST EXISTINGROADWAY MEGA-LUGSERIES 11 DD or APPROVED SUBSTITUTE. 2" PIPEDRAIN SEEPLANS FOR CASINGLENGTH NOTES: 1. CASINGSSHALLCONFORMTO VDOT CASING SPECIF1CA110NS. 2. SPACECASINGSPACERS ACCORDING TO PIPE OR SPACERMANUFACTURER'S RECOMMENDATION OR 2 PER SECTION OF' PIPE, WHICHEVER REQUIRESMORESPACERS,PLUSONE (1) WIDIIN1WO (2) FEETOF fACH EHD OF CASING. 3. PUSHORPULL THE CURRIER PIPE THROUGH lHE CASING SO THAT THE JOINTS ARE ALWAYS COMPRESSED. 4. ALLJOINtsWITl-llNTHECASING WILL BE RESTRAINEDUSING MEGA-LUG SERIES 1100 RESTRAININGGLANDS or APPROVED SUBSTITUT£. CASINGPIPE 2• DRAIN(DOWN SlREAM) APPROVEDSTAINLESSSTEELCASINGSPACERWITHPOLYMER RUNNERSor APPROVEDSUBSTIT\JTE.(SPACERSTO BE CENTER RESTRAINEDUNLESSOTHERWISENOTED.) PIPElN CASINGENDVIEW STEEL CASING N.T.S. S26.07.01 REV-2017 MIN. 1' MIN.1' TOPVIEW EXISTINGGROUND ELEVATION ~ ~ ~ ---- MIN.2' ABOVETOPOF PIPE 1' (UNLESSROCK IS ENCOUNTERED) NOTES: SIDEVIEW 1. SPACINGTO BE DETERMINEDBY THE DESIGN ENGINEER/INSPECTOR. 2. CLAYDAM (MIN. IMPERVIOUSNESS = 10 -3 CM/SEC) 3. ALTERNATEMATERIALS INCLUDES SOIL MIXED WITH CEMENTANDCONCRETE. (MATERIALSTO BE APPROVEDBY DESIGNENGINEER PRIOR TO PLACING.) CLAY DAM DETAIL NTS S27.07.00 REV-2017 PWCSA LOGO N.T.S. S28.07.00 REV-2017 NOTES: 1. CONCRETESHALL BE 4000 PSI COMPRESSIVESTRENGTH,MIN. 2. ALL REINFORCINGSHALL MEET REQUIREMENTS OF CURRENT ASTMSPEC A-615. 3. MANHOLESECTIONSSHALL MEET REQUIREMENTS OF CURRENT ASTMSPEC C-478. 4. TAPEREDJOINT Willi 0-RING GASKETSHALL MEET REQUIREMENTS OF ASTMSPECS C-361 & C-443. 5. CAST MANHOLESECTIONINTO BASE2• OR DEPTHOF JOINT WHICHEVERIS DEEPER. 6. SIZEDOGHOUSE OPENINGS 4• MIN. 7. CASTBASE ON FIRM,UNDISTURBED SOIL 8. STANDARDPRECASTBASE SECTIONMAY BE USEDFOR NEW FORCE MAIN CONSTRUCTION.BED STANDARDBASE ON MIN. 5• WOT NO. 21A. CORE HOLESFOR PIPE MIN. 4• LARGERTI-IAN PIPE 0.0. CONFORMTO lHIS DETAIL IN ALL OTI-IERRESPECTS. -- STANDARDMANHOLEFRAMEAND COVER ...: .._ -~.·• .- ·.. . --- · .. ' .. SS STEPSMAY BE REQUIRED , ' /""" TRUEUNION , BALL VALVE 7 •~ Vo , · FILL TO SPRINGLINE WITH WOT NO. 21A STONE. LP.F.M. L Ic-.. 2: :1: L _ _ L.._ 4 SOLIDCONCRETE BLOCKS AT 90• POINTS__/ LOW PRESSURE FORCE MAIN VALVE CLUSTER DETAIL S29.09.01 N.T.S. REV-2017 METERTO BE IN ACCORDANCE WITHPWCSASTANDARDS TRAFFICRATEDMANHOLECOVER NOTTO HAVEPWCSAUlGO\ .• ... :.; .... ••• • • .. ff '·.A· .. ·: ...... • SEWERONLYMETER FOR PROCESSWATER S30.11.00 N.T.S. REV-2017 NE\./ C/0 AT PROPERTY LINE ------ FINISHED GRADE __:!~--- TRANSITIONGASKET XHCI \./ITH PLUG IN TaC-900, COUPLING. INVERT or EXISTING LATERAL MAIN AT CONNECTION INSULATED#12 TRACER \./IRE LOOPED AROUNDMAIN CONTINUOUS TD C/D, MAKESPLICES \./ITH BUTT CONNECTORSAND SHRINK SLEEVES. NOTES: 1. STAINLESSSTEEL SHEAR PROOF COUPLING / lRANSITIONGASKET TO BE MINIMUM5' FROMLAST PIPE JOINT. 2. REFERTO APPROVEDPRODUCTSUST FOR ADDITIONALREQUIREMENTS. SANITARY SEWER LATERAL REPLACEMENT S31.11.01 N.T.S. REV-2017 .. OPTIONHAtlFORDIP /PVC PLUG LATERAL AT MAINOR AS DIRECTEDBY SERVICE AUTHORITYINSPECTOR INVERTOF INVERT CF MAINAT LATERALAT CONNECTION MAIN TERMINATION OF SANITARY SEWER LATERAL s32.11.01 N.T.S. REV-2017 BEDDINGAND BACKFILLFOR C-900. C-905 AND POLY-WRAPPEDDIP ACKFILL AND 4• MIN SIDE\IALL SHALL BE CRUSHED AGGREGATE 12 SOLID COPPER TRACER \/IRE IF REQUIRED BY SERVICE AUTHORITY INSPECTOR, EDDING SHALL BE A MIN, CF 4• CRUSHED AGGREGATEDR #57 STONE, SANITARY SEWER LINE BEDDING AND BACKFILL S33.14.00 N.T.S. REV- 2017 OFFSETTYPE HINGES TO PERMITFULL 1BO DEG. SWING HEAVY DUTY GALVANIZED STEEL LATCH/HASP ASSEMBLYWITH PADLOCK 2• MESH #9 GAUGECHAIN LINK FABRIC, VINYL COATED,BLACK 4• f57 STONE(TYP.) 3/4• GALVANIZEDPIPE SOCKETASSEMBLY EMBEDDEDIN CONCRETE EXTENDINGDOWNINTO GRAVEL ~ 1. CONTRACTORSHALL RELO MEASURETO CONRRMAREA TO BE FENCEDAND LOCAllONS OF GATES ANO SUBMITSHOP DRAWINGSPRIOR TO INSTALLATION CHAIN LINK FENCE DETAIL N.T.S. S34. 14.00 REV-2017