LOOPTRACERWIRE AROUNDMAIN

FLOW

PREMANUFACTUREOTEE/

SEWERSERVICECONNECTION PERSPECIFICATIONS

MIN. 20' (1 FULL JOINT) BEYONDPROPERTYLINE

LOOPADDITIONAL2' OF WIRE PASTEND OF LATERALFOR CONNECTIONTO PLUMBERS PORTIONOF LATERAL

J_

z ..... > ci en zz 0~ j::: ll.. c( zIn 0

SADDLESMAY BE USEDIN NEWCONSTRUCTION ONLYWITHTHE APPROVALOF THE PWCSAAND SHALLBE SUBJECTEDTO TEN FEETOF HYDROSTATICHEAD(4.3 PSI) PRIORTO CUTTINGMAIN.

sSANITARYSEWER MAIN

go• UNLESSOTHERWISE SHOWNON PLANS

# 12 SOLIDCOPPERTRACER WIRE(COATED)

------- STANDARD#57 STONE BEDDINGTHROUGHOUT

q_J......1:,---.__ TIE WRAPTRACERWIRE EVERY5'

C900 x IPS COUPLING with IPS PLUG

SEWER SERVICE CONNECTION PLAN VIEW FOR NON- PUBLIC

RIGHT-OF-WAY S01.07.01 REV-2017N.T.S.

PREMANUFACTUREDTEE

CUT EXISTINGSERVICELINE AND PLUGEXISTINGTEE AT MAIN

z ..... > ci en zz 0~ j::: ll.. c( zIn 0

sSANITARYSEWER MAIN

go• UNLESSOTHERWISE SHOWNON PLANS

/I 12 SOLIDCOPPERTRACER WIRE{COATED)

------ STANDARD/157 STONE BEDDINGTHROUGHOUT

PROPERTYLINE-----

SEWER SERVICE CONNECTION TERMINATION

N.T.S. S01.11.01 REV-2017

LOOPTRACERWIRE AROUNDMAIN

FLOW

PREMANUFACTUREOTEE/

SEWERSERVICECONNECTION PERSPECIFICATIONS

MIN. 20' (1 FULL JOINT) BEYONDPROPERTYLINE

LOOPADDITIONAL2' OF WIRE PASTEND OF LATERALFOR CONNECTIONTO PLUMBERS PORTIONOF LATERAL

J_

z ..... > ci en zz 0~ j::: ll.. c( zIn 0

SADDLESMAY BE USEDIN NEWCONSTRUCTION ONLYWITHTHE APPROVALOF THE PWCSAAND SHALLBE SUBJECTEDTO TEN FEETOF HYDROSTATICHEAD(4.3 PSI) PRIORTO CUTTINGMAIN.

sSANITARYSEWER MAIN

go• UNLESSOTHERWISE SHOWNON PLANS

# 12 SOLIDCOPPERTRACER WIRE(COATED)

------- STANDARD#57 STONE BEDDINGTHROUGHOUT

q_J......1:,---.__ TIE WRAPTRACERWIRE

1'

EVERY5'

PROPERTYLINE CLEANOUT

NOTE: 1. FORELEVATIONSAND FURTHERDETAILS,

SEE DETAILS02.07.00 & SECTION170.05 OF THE USM.

C900 x IPS COUPLING with IPS PLUG

SEWER SERVICE CONNECTION/REPLACEMENT PLAN VIEW FOR PUBLIC

RIGHT-OF-WAY S01 .17 .00 REV-2017

LOOPTRACERWIRE AROUNDMAIN

I-

~ ~

g I- w a~

PREMANUFACTUREDtri TEE

MIN. 3'

MARKENDOF ALLLATERALSWITH 4" x 4" POST

OOPADDITIONAL 2' OF WIREPAST

1- LATERALFOR => ~ CONNECTIONTO u ~ PLUMBERSPORTION

en OF LATERAL

~ 0

C9OOX IPSCOUPLING with IPSPLUG

OFFSETSTAKE

g w ::.:: I-

I- ~a:: :::, (/) ~ (.) I- z

# 12 SOLIDCOPPER ~ -TRACERWIRE{COATED) It

0

MIN.5'

(/) I- <( 0::

~ z (/) oz

:l!: i=<

I=! <( ...J >a..

lJ.J ~z :.: wo ~ ~iU)

I- ~o lJ.J z::C:It _(/)

0

i 0

5 g

COMPACTEDBACKFILL SELECTEDMATERIAL 45'

BEND----.__ ID :::, ::c:

I

FILL ALL VOIDSUNDERPIPE WITH#57 STONE

NOTES:

PROPERTYLINEOR_] RIGHTOF WAY · 1

1. GRAVELBEDDINGTHROUGHOUTAS PERSECTION17O.O1.b 2. RISERSLOCATEDDIRECTLYOVERTHESANITARYSEWERMAINMUSTBE NOTEDON

THEPLANS. 3. 4" LATERALSMUSTHAVEA MINIMUMGRADEOF2.08%.6" LATERALS

MUSTHAVEA MINIMUMGRADEOF 1.00%. 4. MARKALLENDSOF LATERALWITH4"x 4" WOODENPOST.

SEWER SERVICE CONNECTION PROFILE VIEW FOR NON- PUBLIC

RIGHT-OF-WAY N.T.S.

S02.07.00 REV-2017

L TRACERWIRE A ND MAIN

; w (/)

i 0 0::: (.)

g CD :::, ::c:

I-

~ ~

g I- w a~

PREMANUFACTUREDtii TEE

OFFSETSTAKE

MIN. 3'

OFFSETSTAKE

PROPERTYLINECLEANOUT-

w z ::J

MARKENDOF ALLLATERALSWITH 4" x 4" POST

OOPADDITIONAL 2' OF WIREPAST

1- LATERALFOR => ~ CONNECTIONTO u ~ PLUMBERSPORTION

en OF LATERAL

~ 0

C9OOX IPSCOUPLING with IPSPLUG

OFFSETSTAKE\

PROPERTYLINECLEANOUT~ \

g w ::.::I-

I- ~ 0::: :::, (/) ~ (.) I- z

# 12 SOLIDCOPPER ~ -TRACERWIRE(COATED) It

0

1--;:j ~ ~ -i-, ~~ '1==1~ ,.

MIN. 5'

~

12 w

~

COMPACTEDBACKFILL SELECTEDMATERIAL 45•

I PREMANUFACTURED TEE

BEND-..._,___

FILLALL VOIDSUNDERPIPE WITH#57 STONE

NOTES:

PROPERTYLINEOR_] RIGHTOF WAy I

1. GRAVELBEDDINGTHROUGHOUTAS PERSECTION17O.O1.b 2. RISERSLOCATEDDIRECTLYOVERTHESANITARYSEWERMAINMUSTBE NOTEDON

THEPLANS. 3. 4" LATERALSMUSTHAVEA MINIMUMGRADEOF2.08%.6" LATERALS

MUSTHAVEA MINIMUMGRADEOF 1.00%. 4. MARKALLENDSOF LATERALWITH4"x 4" WOODENPOST.

SERVICE CONNECTION/REPLACEMENT PROFILE VIEW FOR PUBLIC

RIGHT-OF-WAY S02.17.00 REV-2017

4· &

"<1· <I.

. <l 4

. . L\ : . :6 <l 4 .. <i_-4 . Li

<J. . 4:1

4 _<J

4 <J

A

·4 4

4 Li . <l . 4 ·

<l <l

<l

LI -4.<JCONCRETE 4 4<1 . .

PAD Li .d <l <l <1

·Li .. <l

11" SIX RIBS, EQUALLY

1" SPACED 4

~BRASS CAP

., ,,__., ..- .. - ..·.. _ . . .a . _. ·. _., I . . . .4 . .

.,·._. :4 ·. .-·.,--~- , ~ . .-_4 . : 4 .,

. . . .

. ; . . .· 10" . .. :, ~'.._J

NOTE: 9¼"~ ~ 16" -+I------+- TIE WRAPTRACERWIRE

ALL PARTSSHALLBE ASPHALTUMPAINTCOATED ASTMA-48, CLASS25 CASTIRON.

EVERY5' ~ 6" SANITARYCLEANOUT

# 12 SOLID COPPER SECTIONA-A TRACERWIRE (COATED)

CLEANOUTCOVER FOR PAVEDAREAS

N.T.S. S03.07.01 REV-2017

t- 12" -1

TIE WRAP TRACER WIRE EVERY 5'

4" GRAVITY LATERAL

CLEAN OUT CAP MUST BE BRASS

# 12 SOLID COPPERTRACERWIRE(COATED)

4" CLEAN-OUTSTACK

#57 STONE PLUG

FLOW

LOW PRESSUREFORCEMAIN FROMGRINDERPUMP

SANITARYTEE

---- PROPERTYLINE OR RIGHT-OF-WAY

NOTE:

GRAVITY LATERAL SHALL CONFORM TO SEWER SERVICE CONNECTION DETAIL EXCEPT FOR LOCATION RELATIVE TO PROPERTY LINE.

GRINDER PUMP CONNECTION TO GRAVITY SEWER MAIN so4.07.01

N.T.S. REV-2017

NOTE: THISMETHODOF CONNECTIONSHALLNOTTAKE PRECEDENTOVERUSINGTEES. THEAPPLICATION SHOWNHEREIS FORTAPPINGEXISTINGMAINS.

~ ~ -BAND

RUBBERBOOT

NOTE: INSERT-A-TEECANBE CONNECTEDTO PVC, PERMALOC,SPIROLITE,SLIPLINER,DUCTILEIRON,THIN WALLMAINLINES,CONCRETE(MAINLINESAND MANHOLES),CLAY,ALLTHICKWALLEDMAINLINES.IT IS A THREEPIECECONNECTIONTHATIS COMPRESSION-FITINTOTHECOREDWALLOF THEMAIN LINE.IT CONSISTSOF SIDESERVICESOF 4" THROUGH 12" ANDFITSALL MAINLINEDIAMETERS.

INSERT-A-TEE N.T.S. S0S.07 .01

REV-2017

NOTES:

1. MANHOLETO MEETCURRENTREQUIREMENTSOF ASTMSPEC. C-478 . 2. ALL REINFORCINGSTEELTO MEETCURRENTREQUIREMENTSOF ASTMSPEC.A-615. 3. CONCRETETO BE 4000 PSI MINIMUMCOMPRESSIVESTRENGTH. 4. TAPEREDJOINTWITH0-RING GASKETTO MEETCURRENTREQUIREMENTSOF ASTM

SPEC. C-361 & C-443 . 5. 301 MASTICOR APPROVEDEQUALSHALLBE USEDIN ADDITIONTO THE JOINTSPECIFIED. 6. APPROVEDFLEXIBLEJOINTREQUIREDON ALL PIPE CONNECTIONSTO MANHOLES.

INSTALLATIONSHALLBE IN ACCORDANCEWITHMANUFACTURER'SINSTRUCTIONS. STUBMAY BE USEDAT THE APPROVALOF THE INSPECTOR.

7. MANUFACTURER'SNAMETO BE ON THE INSIDEFACEOF ALL SECTIONS. 8. SET COVERFRAMEON PIONEER301 MASTICOR APPROVEDSUBSTITUTE. 9. FASTENWATERTIGHTFRAMETO 3/4 " ANCHORBOLTS(SET ACCORDINGTO CONESECTION

DETAIL)WITHNUT AND 2" WASHER. CUT ANCHORBOLTSOFF 1" ABOVENUT. 10. KEYWAYSMAY BE SUBSTITUTEDFORLIFTINGLUGS. 11. SHOPDRAWINGSARE REQUIREDFORMANHOLESUSEDWITHSEWERMAINSGREATERTHAN

24" AND MUSTBE APPROVEDBY PWCSA. 12. MASONRYUNITSMAY NOT BE USEDFORADJUSTMENTS. 13. MANHOLESTEPSSHALLBE AMERICANSTEPCOMPANYML-10-TDS-SSR OR APPROVEDSUBSTITUTE.

SEEMANHOLECOVER RINGDETAIL

PRORINGOR LADTECHADJUSTING RINGSOR OTHERSAPPROVED BY SERVICEAUTHORITY

SEEPRECASTCONCRETE CONESECTIONDETAIL

T 12•-15•

STEPSTO BE SETINLINE~

CONE

OPTIONALFIBERGLASS INSERTSEAL

~c==t :;::::=;:.71

BITUMASTICCOATING

.•. ,. . . . , . ..

RISERS1.0' MIN; 5.0' MAX.

0 LIFTINGLUG

NOTCHFOR0-RING GASKET

LIFTINGLUG,NO THROUGH _:J HOLESALLOWED < ... .; .

.· ., . ...

> .

' ·· . . . . ., ..

RISER

BASE

, . .,. ~ -. '· ...,,

•: . -.· .

i-------5'-8" MIN. --------------i

PRECAST CONCRETE 4' DIAMETER MANHOLE

N.T.S. S06.07.01 REV-2018

~STANDARD MANHOLEFRAME& COVER

PRORINGOR LADTECHADJUSTING\ "' RINGSOR OTHERSAPPROVED 6-..=- - =----r:3

NOTES: BY SERVICEAUTHORITY c:::::::d.l_ _ ~ 1. CONCRETEMUSTBE 4000 PSI COMPRESSIVE ~~---- ........--.,.......,

STRENGTH,MINIMUM. I ';·:; ;;/J I·" ... I 2. PIPE CONNECTIONSTO MANHOLESTO BE APPROVED

FLEXIBLESLEEVES. 3. MANHOLESOVER6' DIAMETERREQUIRE

DETAILEDDRAWINGON PLANS•• 4. ALL REINFORCINGMUSTMEETCURRENT

REQUIREMENTSor ASTMSPEC.A-615. 5. MANUFACTURER'SNAMEMUSTBE ON INSIDE

FACEor ALL SECTIONS. 6. MANHOLEMUSTMEETCURRENTREQUIREMENTS

or ASTM. SPEC. C-478 . 7. PLACE6" COMPACTEDVDOTNO. 57 STONE

UNDERBASESECTIONS. 8. JOINTCONFIGURATIONMAY BE CASTBELL-UP

OR SPIGOT-UP. 9. MANHOLESTEPSTO BE AMERICANSTEPCOMPANY

ML-10-TDS-SSR OR APPROVEDSUBSTITUTE.

0-RING JOINT ASTMC-361 ASTMC-443

_,,,STD. PRECASTC~ . · / RISER- 4' DIA. > A

.- . ... . . . . . ,T ~ ._-, ·. ~ _·;•: .~- .· r . ....; .. ~

STD. PRECASTCONC. FLATTOP REDUCER

MANHOLEDIAMETER IN FEET

t :i. A . . . V . ·..~.. LIFTINGLUG or/ ·..__.... KEYWAY(TYP.)

5' 6'

A 60" 72"

B 84" 98" VI

6" 7"z C0 in D 8" 8"z La.I

E VARIES:::::E 0 r 13" MIN. 13" MIN.

G VARIES

G

~ :~· :: ~ STD. PRECASTCONC.RISER•. .

.. :-;

:,..• . '! ..

PRECAST CONCRETE

BITUMASTICCOATING

5' AND 6' DIAMETER MANHOLE N.T.S.

S07.07.01 REV-2018

NOTES:

1. CONTRACTORMUSTHAVEADEQUATEEQUIPMENTTO PUMPAROUNDEXISTING LINE WHILEMANHOLEIS CUT IN.

2. PRECASTCONCRETEMANHOLESHALLCONFORMIN ALL OTHERRESPECTSTO STANDARDPRECASTCONCRETEMANHOLES.

3. DOGHOUSEMANHOLESARE NOT PERMITIEDWITHOUTWRITIENPERMISSION FROMTHE PWCSA.

4

<1 •

~- EXISTINGLINE (TYP.)

OPTIONALFIBERGLASSINSERTSEAL

KOR-N-SEAL OR

CAST-IN-PLACEBOOT

·¢ <1 ·• .d .

.. 4

. . . .·, .

.,_ . . ., . _.,.

. .,•.. . . -~

. .d

.d. . . . ·;1

4' MIN. -I (TYP.) I

WATERTIGHTCOUPLING OR SLEEVE(TYP.)

PRECAST CUT-IN

CONCRETE MANHOLE S0S.07.01

REV-2017N.T.S.

STD. MANHOLEFRAME& COVERz____,

c5f_-_~

STD. PRECAST CONC.4' DIAM. CONESECTION

~

STD. PRECASTCONC. RISER,4' DIAM.

STD. PRECASTCONC. FLATTOPREDUCER

..

PRORINGOR LADTECHADJUSTINGRINGS OR OTHERSAPPROVEDBY SERVICEAUTHORITY

NOTES:

1. PRECASTMANHOLESECTIONSSHALLCONFORMTO PWCSAUTILITYSTANDARDSMANUAL.

2. BASESECTIONDIAMETERSHALLBE: 4'-0" FOR24" PIPE AND SMALLER 5'-o· FOR27" to 39• PIPE 6'-0" FOR42" AND LARGERPIPE

3. JOINTSMAY BE CASTBELL-UP OR SPIGOT-UP. 4. EITHERFORMRECESSIN BASETO MATCHRISER

JOINTOR SET RISERSECTIONIN CAST-IN-PLACE BASETO DEPTHOF JOINT.

5. MATCHCROWNOF EXISTINGPIPEIF PROPOSED SEWERIS SMALLERTHANEXISTINGSEWER, OTHERWISEMATCHINVERTOF EXISTINGSEWER.

6. SETPRECASTCONESECTIONSO COVERIS DIRECTLY OPPOSITETHEDOWNSTREAMSEWER.

7. PIPE SURFACESHALLBE CLEANAND COATED WITHA BONDINGAGENTBEFORECASTING CONCRETEAGAINSTIT.

8. DESIGNAND OR USEOF THISMETHODIS AT THESOLE DISCRETIONOF THEPWCSA.

i----~TD. PRECASTCONC.RISEt1-----i T 6° MIN. ---j

JOINTSEALANT COMPOUND,TYP.

REMOVETOP OF PIPE

EXISTINGSEWERPIPE

3•

-~~.,...., .·.•

ff..... . A. :. · . ., . . -4

~ .. , . . . .

. . : . .· '• . ..

. . : 4• ..

SEENOTE2

2'-MIN.

_L -«-4·

PROPOSEDSEWER

. ·.. . :. ·..· . ....

. .... . ..... . . . . .. 4•

t:~-~-,~;;.:;:~r:~r-:·::.~~-~:::-:~~;<:·'.~~,:;:::(:::/::,.:=.;?~;:·~-~~:('.-::;.:<j;?m 6 MIL. POLYFILM BETWEENSTONEBASE AND CONCRETE.

CAST-IN-PLACE CLASSA CONCRETEBASE

5000 PSI CONCRETE

#5 @ 12" cc EACHWAY

#57 STONE{lYP.)

CONSTRUCTION OF OVER EXISTING

N.T.S.

MANHOLE SEWER so9.07.01

REV-2018

REMOVEMANHOLEFRAME& COVER. REMOVEALLADJUSTMENTRINGS.

REMOVEMINIMUM24" FROM BLOCKORBRICKMANHOLES. REMOVECONESECTIONFROM PRECASTMANHOLES.

FILLREMAININGAREAWITH#57 STONE.--~

BULKHEADALL CONNECTIONSTO MANHOLE WITHA PRE-MIXED,FAST SETTINGVOLUMESTABLE, WATERPPROOFCEMENT:or AS DIRECTEDBY SERVICE AUTHORITYFIELDINSPECTOR.

---~-----

--

. . . .·, .

.,_ . . . .,. _.,.

..... . ·"'

C~-~q-" ·_ ·4"'q ·. 4 . • • 4 q • • 4. •• • A

------'- ·---------'-' · -=LI-~-------' ~"-"- ---'-___.___.

NOTES:

1. WHEREMANHOLEIS LOCATEDIN PAVEMENT,PAVEMENTSHALLBE RESTOREDIN ACCORDANCE WITHVDOTSTANDARDS.

2. MANHOLESLOCATEDIN EASEMENTAREASSHALLBE RESTOREDSIMILARTOSURROUNDING CONDITIONS.

ABANDONMENTOF MANHOLE N.T.S. S10.07.01

REV-2017

3'' 0 x 4" HOLE (TYP.)

A

3/ 4" 0 THREADEDANCHOR BOLT or 3/4 " 0 ALLTHREAD ROD WITH 2" 0 WASHER LOCKED BETWEENTWO NUTS AT EMBEDDED END OR 3/4" 0 ALLTHREAD WITH 3 " LONG BY 1/ 2" 0 (MIN.) "T'' WELDED ON EMBEDDED END. --- --- 40" --- -

1f--:--~;:: ------j I FILL ANNULAR SPACE WITH I I

A

NON-SHRINK or EXPANSIVE _.., · · 1 PORTIANn CTMtNT CROIJTr ..~ ~ IN •, ·, •

~4--- f/ i_

ANCHOR•:01T DCTAII i -·~_"_______ 5_"_M_I_N~~

--- ----- VARIES

SECTION A-A

PRECAST CONCRETE MANHOLE CONE SECTION S11.07.01

N.T.S. REV-2017

COVER

~1-1/2"

~ .::::1DDDt:::..

1" ¢ VENTHOLE

LOGO

1-1 /2" LEDERS, LABELSHALLREAD "WATER"FORWATER APPLICATIONS

,,J ~ 25-1 /2"---i ...c2-1/2'' 1 l ~AZ&Z&Z?VA?&Y~

FRAME

TOPVIEW I 21" I T

SECTION 2"_r__[_r3/4'~ 1- r1" --Jf-3/4"

1"-l --1 1-1-1 / 4" I r-1 1 3/4"~~

1-;;s.. CLOSEDPICKHOLE

I i----------.cs~ '1I 1"J

-MAXIMUM~ DRAFT1~~~3/~4]_

3/4;J T

,

ENLARGEDSECTIONALTERNATIVES

f-25-3/4" I

~r...-.-,,,,-.J--2~· L BOTIOMVIEW

I ~26"+3::.:·.-1/4~I

SECTION

NOTES: 1. MACHINEALL BEARINGSURFACESTO BE TRUEANDLEVEL. 2. MANHOLEFRAMEMAYBE GUSSEDED. 3. USEASTMA48 CLASS3OBGRAYIRONOR BEDER. 4. CERTIFYFRAMEANDCOVERFORAASHTOH2OLOADINGOR BEDER. 5. RECESSLABELLEDERINGANDLOGO. 6. ADJUSTABLEFRAMEANDCOVERAS PERMITIEDBY SERVICEAUTHORITY.

STANDARD MANHOLE FRAME AND COVER

N.T.S. S12.07.01 REV-2017

COVER FRAME

(4) 1" fl HOLES, EQUALLYSPACEDON 32" fl BOI.TCIRCLE

TOPVIEW

1• j f-25-1/2" --1 _r2-1/2"

1f 21• ~ i 23-1/2"

SECTIONA-A TOPVIEW

:-1 l-1-1/4"1·-i 11..l.......[3/4"

~-~3_/4_"-l~I- 1• -j f-3/4" .I..'.__ ~--

_c-1 l-1-7/8"

1;2•T~ BOLTHOLE

~1~ 3/8"

CLOSEDPICKHOLE

t T----::i---------,,:«4......_

1•J -- MAXIMUM3" DRAFT

..1 3/4"T

ENLARGEDSECTIONALTERNATIVES

7/16" WIDEx 1/4" DEEPGROOVE FORGASKET(TYP)

I 1- 25-3/4" -1

5·=1---2:---IL t I ~26· +3:~:--1/4-~ I

(4) 3/4" HOLES, EQUALLYSPACEDON 23-1/2" fl BOLTCIRCLE

BOTTOMVIEW

NOTES:

~,,.

5/8-11 tappedhole

LUGDETAIL

1. MACHINEALLBEARINGSURFACESTOBETRUEANDLEVEL. 2. MANHOLEf'RAMEMAYBEGUSSETTED. 3. USEASTMA48 CLASS3OBGRAYIRONORBETTER. 4. CERTIFYf'RAMEANDCOVERf'ORAASHTOH2OLOADINGORBETTER. 5. RECESSLABELLETTERINGANDLOGO. 6. PROVIDE3/8" - RUBBERO-RINGGASKETf'ORMANHOLESEAT. 7. PROVIDEf'OUR5/8-11 x 1-1/2" STAINLESSSTEELHEXHEADBOLTS.

SECTION

WATERTIGHT MANHOLE FRAME AND COVER

N.T.S. S13.07.00 REV-2017

12" MAX. ADJUSTMENT

/ MANHOLEFRAMEAND COVER

,.\Jli<'.:3/4" MANUFACTURERv..i--::--...::........0.........______ _

SEAL

PRO RINGOR LADTECH i---+------1 ADJUSTINGRINGSOR __ OTHERSAS APPROVED__

BY SERVICEAUTHORITY

PRECASTMANHOLE

CONEl

3/4" MANUFACTURER~ 4

SEAL V

PRO RING, LADTECH RING OR OTHER s14.07.00

N.T.S. REV-2018

0

1/8" DIAMETERHOLE(FOR PRESSURERELIEF) LOCATEHOLENEAR TOP OF INSERT

NOTES:

A

1. THE MANHOLEINSERTWILLBE MADEOF NON-CORRODABLEMATERIALS AND WILLNOT BE DAMAGEDBY SEWERGASESOR ROADOIL.

2. THE INSERTSHALL HAVE TWONYLONSTRAPSFOR LIFTINGTHE INSERT. THE STRAPSSHALL BE ATTACHEDTO THE INSERTWITHSTAINLESS STEELRIVETS.

3. THE BOWLSHALLBE ± 1/8" THICKAND SHALLBE BEWTEEN6" AND 8" DEEP.

4. THE INSERTSHALL HAVE A GASKETTO SEAL BETWEENTHE INSERTAND THE LIP OF THE MANHOLEFRAME.

WATERPROOF MANHOLE INSERT

N.T.S. S15.07.00 REV-2017

NOTES:

1. CONCETETO BE 4000 PSI COMPRESSIVESTRENGTH,MIN.

2. ALL REINFORCINGSTEELTO MEETCURRENTREQUIREMENTS OF ASTMSPEC.A-615.

3. MANHOLESECTIONSTO MEET CURRENTREQUIREMENTSOF ASTMSPEC.C-478.

4. FLAT TOP SHALLBE USEDONLY WHENSPECIFICALLYREQUIRED BY THE PLANSOR WHERETHERE IS HEIGHTOR INVERTCONFLICT As Determined By The CONTRACTORAND APPROVED BY THE INSPECTOR.

5. JOINTCONFIGURATIONMAY BE CASTBELL- UP OR SPIGOT-UP.

6. ANCHORBOLTSAS SHOWNIN DETAILS11.07.00

A

L_

SECTIONA-A

--- 32" ---i

l-24" -J

A B C D

MANHOLESIZE

4' 5' 6'

48" 60" 72" 58" 72" 86" 6" 6" 7" 6" 8" 8"

TOP VIEW

FOUR3/4" ¢ x 4" HOLES EVENLYSPACED

A

_J

PRECAST MANHOLE

CONCRETE FLATTOP S16.07.00

REV-2017N.T.S.

t t A

NOTES: TOP VIEW

1. CONCRETETO BE 4000 PSI COMPRESSIVESTRENGTH,MIN.

2. ALL REINFORCINGSTEELTO MEET CURRENTREQUIREMENTSOF ASTM SPEC.A-615.

DIMENSIONS

3. MANHOLESECTIONTO MEETCURRENT Requirements Of ASTM SPEC.C-478.

4. JOINTCONFIGURATIONMAY BE CAST BELL-UP OR SPIGOT-UP.

i---+---- 4'-10" ----+-1-1 4'-o"---1 I

4" MIN. ~==============~--I

A B C D

5'-4' 6'-4' 60" 72" 72" 86" 6" 7" 8" 8"

t D

l ..,:;~~:;,:-~::)~7;.:~:\;,/~

4" MIN.

I

! .. ~--:~.....; :- --·.:· '-.;

:------A-------

t--+--------B --------

SECTIONA-A

PRECAST MANHOLE

CONCRETE REDUCER

N.T.S.

A

S17.07.00 REV-2017

A L_

NOTES:

1. ALL REINFORCINGTO MEET REQUIREMENTSOF CURRENT ASTMA-615.

2. MANHOLESECTIONSTO MEET CURRENTREQUIREMENTSOF ASTM­Spec C-478 .

3. TAPEREDJOINTWITHO-RING GASKETTO MEETCURRENTREQUIREMENTSOF ASTM­C-361 SPEC.

A _J

TOP VIEW

4. JOINTCONFIGURATIONMAY BE CASTBELL-UP OR SPIGOT-UP. NOTCHFORO-RING GASKET

V

-------5'-------

SECTIONA-A

PRECASTCONCRETEMANHOLE CONICALREDUCER-5' TO 4' s18.07.01

N.T.S . REV-2017

RELINER@ INSIDE DROP BOWL SECUREDWITH STAINLESS

STEEL FASTENERSW/ OPT. FORCE LINE HOOD

EXTERNALPIPE COUPLER

RELINER@ STAINLESS STEEL STRAPS SECURED

TO STRUCTURE WITH STAINLESS STEEL

FASTENERS, AT 4' INTERVALS (MIN. OF 2)

..,

... -.,-

4 4

<I 4

4.

. 4.

FINISHED GRADE

RUBBER BOOT

1 FULL JOINT OF DUCTILE IRON PIPE (DIP) INTO MANHOLE.

.. PVC DROP PIPE. . ,

·,· • 4

. ... . .. .; . .

... -~... . ·. . ·· .

• .·. .••_·. .-.:;4<I ; ·<.'4 . ... ..... . .

RELINER@DROP END (OPTIONAL)

INSIDE MANHOLE

N.T.S.

.-r---t •.J...;>-=---45" PVC BEND

_::. . <I .

DROP DETAIL

" ...,_ 4

TURNED IN THE DIRECTIONOF FLOW, BUILD CHANNEL

S19.07.01 REV-2017

NOTES:

1. Fill drop connection trench with Class B concrete. Drop connection trench width to be same as approach trench.

2. Manhole shall conform in all other respects to STANDARD4' I.D. PRECASTCONCRETEMANHOLEand CONESECTIONdetails.

3. Keep annular space between manhole and pipes free of concrete, mortar and grout.

Ll

<1

·.L}

4

4

Kor-N-Seal or cast-in­place boot

Class B Concrete

Bench Slope 2" Per Foot

Crown of bend shall be 4" above crown of main sewer

I>

Kor-N-Seal or cast-in­place boot

4

4 I>

I>

4

Min. 6" Compacted #57 STONE

4

4

Four #4 Rebars to be placed under pipe to support joint.

4

Same pipe material

1' Min (See Note 1)

- Undisturbed Earth

4' MANHOLE OUTSIDE DROP

WITH CONNECTION S20.07.01

REV-2017N.T.S.

NOTES

4" SCHEDULE40 GALV. STEELPIPE (N.P.T.)

KOR-N-SEAL t> OR

CAST-IN-PLACE BOOT

t>

t>

= zN -.... :::::::E

'7

t>

t>

t>

0 I

'N

BACKWATERVALVEJOSAM SERIES67100 OR EQUAL

ALUM. INSECT SCREEN

C CLAMPSAND ALL-THREADROD. SEE MANHOLEVENTSUPPORTDETAIL (DETAIL45)

C/L OF PIPE

COREBOREDHOLE{UNLESS CAST-IN-PLACE BOOTIS USED)

4"x4" PRESSURE TREATEDWOODEN BLOCK

1" x 1/8" STEEL PIPE CLAMP

4" !ISVENT PIPE

1/2" !ISSTAINLESSSTEEL ALL-THREADROD

THREADEDANCHOR

1. ANCHORHOLESSHALLNOT EXTENDTHROUGHMANHOLEWALL 2. COATPIPE CLAMPWITHBITUMASTICSEALANT

MANHOLE VENT N.T.S. S21.07.01

REV-2017

SCH.40 SOLVENT waD BELL& SPIGOT

LOWPRESSURE FORCEMAIN

(LPFM)

CONNECTlRACERWIREFOllOWINGSERVICELATERALTO WIREFOLLOWINGMAINUSINGDRYCONNWATERPROOF CONNECTORFROMKINGINNOVATIONS(KING6 YfilOW)

C: z,..,

18" - 24" MAX

rSTD. MANHOLEFRAME& COVER

0 .

1 1/2" TRUEUNION BALLVALVf.

(FOREXISTINGCONOmONSONLY)

TRUEUNION PVCBALLVALVf.

(1 1/2" MIN.)

ATTACHINSULATEDCOPPER#12 LOCATINGWIRE TO FORCEMAINUSINGPLASTICCABLETIES (SPACINGEVERY5')

1 NPTPLUG

ATTACH#12 LOCATINGWIRETOFORCEMAINUSINGPLASTIC CABLETIES(SPACINGEVERY5')

ADAPTATIONFORFLUSHINGSTATION ONLOWPRESSUREFORCEMAIN

DEADENO

NOTES:

1. USESCHEDULE40 SOLVf.NTwaD BELL& SPIGOTPVCPIPE.(220 PSIRATING). 2. ALLPIPECONNECTIONSMUSTWIIHSTANOFULLSYSTEMPRESSUREWITHOUT

SEPARATING. 3. PROVIDE#12 SOLIDCOPPERlRACERWIREALONGENTIREFORCEMAIN& LATERAL

CONNECTIONTOGRINDERPUMPHOUSING. lRACERWIREWILLBE LOOPEDIN BOXSO THATIT CANBE EXTENDEDA MIN. OF 18" >OOVf.TOPOFBOX.WIRETOBESTRAPPEDTO MAINANDLAlERALUSINGPLASTICCABLETIESPLACEDEVf.RY5 FEET.

4. ALLFITTlNGSWILLBESCHEDULE80 PVC, (320 PSIRATING)

FLUSHING STATION AND GRINDER PUMP CONNECTION TO

LOW PRESSURE FORCE MAIN S22 .07 .00 REV-2017N.T.S.

1. CONCRETESHALLBE 4000 PSI COMPRESSIVESTRENGTH,MIN.

2. ALL REINFORCINGSHALLMEETREQUIREMENTSOF CURRENTASTMSPECA-615. 3. MANHOLESECTIONSSHALLMEETREQUIREMENTSOF CURRENTASTMSPECC-478.

4. TAPEREDJOINTWITH0-RING GASKETSHALLMEETREQUIREMENTSASTMSPECS C-361 & C-443 .

5. CASTMANHOLESECTIONINTOBASE2n OR DEPTHOF JOINT,WHICHEVERIS DEEPER.

6. JOINTCONFIGURATIONMAY BE CASTBELL-UP OR SPIGOT-UP.

7. SIZEDOGHOUSEOPENINGS4" MIN. AND 8n MAX. LARGERTHANPIPE O.D. CHARTA

8. ALL AIR RELEASEPIPINGSHALLBE BRASS. MIN DIMENTIONS

9. FORFORCEMAINSSMALLERTHAN6n DIAMETER,EXCEPTFORDUCTILEIRON, CLAMPTHE AIR/VACUUMRELEASEVALVETO THE ANGLEIRONSUPPORTBRACE.

10. CASTBASEON FIRM,UNDISTURBEDSOIL.

11. STANDARDPRECASTBASESECTIONMAY BE USEDFORNEWFORCEMAIN CONSTRUCTION.BED STANDARDBASEON MIN. 6" VDOTNO. 21A. CORE HOLESFORPIPEMIN. 4" LARGERTHANPIPE O.D. CONFORMTO THISDETAIL IN ALL OTHERRESPECTS.

FM MH A B

TO 16n 4'

48" 6n

TO 20n TO 36n 5' 6'

60" 72n 6n 7n

~c:.~-=.~S.:.-~~~~ss_:s::s--'-{~r STANDARDMANHOLEFRAMEAND COVER

PRECASTCONCRETE MANHOLEFLAT TOP

STEPSMAY BE REQUIRED

FILL TO SPRINGLINE WITH VDOTNO. 21A STONE.

L = :zN-

:::::!:

,

ANGLEIRON SUPPORTBRACE BOLTEDTO MH WALLS

.·.. ··. .., . - .d .

---"'-- - .,.- ,., "

APPROVEDAIR/VAC. RELEASEVALVt.. TOP OF VALVE SHALLBE 24" BELOWGRADE. ' · ·

BALL VALVE(TYP.) _,·_ ·

TAPPINGSADDEL. · ..

OR TAPPEDill ~~J

~ i---------, f.__ _______........

rB-i---------A--------i

L_ -L-

12n

_J __l 4 SOLIDCONCRETEBLOCKSAT go· POINTS_/

SEWAGE VACUUM

FORCE RELEASE

MAIN AIR or ASSEMBLYS23.07.oo

REV-2018N.T.S.

MANHOLEFRAMES& COVERSAT GRADE.

CLEANOUT\

....J w >w ....J

g ::::)

0 ::J

iri bI ~

I ~

"'-- UNDISTURBEDEARTH

NOTES:

1. DESIGNBASEDON COMMERCIALLYAVAILABLEPRE-CASTSEPTICTANK. 2. MINIMUMSTORAGE500 GALLONS.

GREASETRAP N.T.S. S24 .07 .00

REV-2017

ONLYALLOWEDWITHSPECIFICPWCSAPERMISSION

12"

CAREFULLY--- ~~'7': TAMPED BACKFILL (95% MAXDENSITY)

12"

STANDARDCONCRETECRADLE

CAREFULLYTAMPEDBACKFILL {95% MAX DENSITY)

STANDARDCONCRETEENCASEMENT (FOR USE WHENAPPROVEDBY DIRECTOR)

NOTES:

1/4 B

1/4 D (4" MIN.)

1/4 D {4" Min.)

1/4 D {4" MIN.)

1. CONCRETETO BE CLASS"B" UNLESSOTHERWISESPECIFIED. 2. TRENCHWIDTHSHALLBE AS SPECIFIEDOR AS SHOWNON PLANS.

CONCRETECRADLE AND ENCASEMENT

N.T.S. S25.07 .00 REV-2017

"WARNING: SEWERPIPE CROSSING"or "WARNING: WATERPIPE CROSSING" (TYPICAL 2 PLACESAS APPROVEDBY VDOT)

/

SIGN: HEIGHT5'-6 " ABOVE GRADE LABELEDFOR SERVICE

.---~-,

NOTES:

EXISTINGROADWAY

CARRIERPIPE

APPROVEDCASINGSPACERS

MEGA-LUGSERIES1100or APPROVED SUBSTITUTE.

SEE PLANS FOR CASINGLENGTH

2" PIPEDRAIN

10" CONC.PLUG{EACHEND)

-l 1-

1. SPACECASINGSPACERSACCORDINGTOPIPEORSPACERMANUFACTURER'SRECOMMENDATIONOR2 PERSECTIONOFPIPE, WHICHEVER REQUIRESMORESPACERS, PLUSONE(1) WITHINTWO(2) FEETOFEACHENDOFCASING.

2. PUSHORPULLTHECURRIERPIPETHROUGHTHECASINGSOTHATTHEJOINTSAREALWAYSCOMPRESSED. 3. ALLJOINTSWITHINTHECASINGWILLBE RESTRAINEDUSINGMEGA-LUGSERIES1100RESTRAININGGLANDSor APPROVEDSUBSTITUTE. 4. STEELENCASEMENTPIPESHALLCONFORMTOASTMA139WITHA MINIMUMTHICKNESSOF0.5 INCHORASTMA53 STANDARDWEIGHT

CLASS.PIPEFORJACKINGSHOULDBEOFSUFFICIENTSTRENGTH, DIAMETERANDWALLTHICKNESSTOACCOMPLISHTHESPECIFICTASK.

CARRIER PIPE

4 6 8 10 12 14 16 18 20 24 30 36 42 48

- -

CASINGPIPE MINIMUMCASING

PIPE O.D. 14 16 18 18 24 24 30 30 30 36 42 48 54 60

- -

MINIMUMCASINGTHICKNESS

0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5"

- -

CASINGPIPE

2" DRAIN (DOWNSTREAM)

APPROVEDSTAINLESSSTEELCASINGSPACERWITHPOLYMER RUNNERSor APPROVEDSUBSTITUTE. {SPACERSTOBECENTER RESTRAINEDUNLESSOTHERWISENOTED.)

PIPE IN CASINGEND VIEW

STEEL CASING N.T.S . S26.07.01

REV-2017

MIN. 1'

MIN. 1'

TOPVIEW

EXISTINGGROUNDELEVATION~

~ ~----MIN.2' ABOVETOPOF PIPE

1' (UNLESSROCKIS ENCOUNTERED)

NOTES: SIDEVIEW

1. SPACINGTO BE DETERMINEDBY THEDESIGNENGINEER/INSPECTOR. 2. CLAYDAM(MIN.IMPERVIOUSNESS= 10 -3 CM/SEC) 3. ALTERNATEMATERIALSINCLUDESSOILMIXEDWITHCEMENTANDCONCRETE.

(MATERIALSTO BE APPROVEDBY DESIGNENGINEERPRIORTO PLACING.)

CLAY DAM DETAIL NTS S27 .07 .00

REV-2017

PWCSA LOGO N.T.S. S28.07.00

REV-2017

PRECASTCONCRETE MANHOLEFLAT TOP

SS STEPSMAY BE REQUIRED

FILL TO SPRINGLINE WITH VDOTNO. 21A STONE.

L = :zN-

:::::!:

,

· _4 .

NOTES:

1. CONCRETESHALLBE 4000 PSI COMPRESSIVESTRENGTH,MIN. 2. ALL REINFORCINGSHALLMEETREQUIREMENTSOF CURRENT

ASTMSPECA-615.

3. MANHOLESECTIONSSHALLMEETREQUIREMENTSOF CURRENT ASTMSPECC-478 .

4. TAPEREDJOINTWITH0-RING GASKETSHALLMEETREQUIREMENTS

OF ASTMSPECS C-361 & C-443. 5. CASTMANHOLESECTIONINTOBASE2" OR DEPTHOF JOINT

WHICHEVERIS DEEPER. 6. SIZE DOGHOUSEOPENINGS4" MIN. 7. CASTBASEON FIRM, UNDISTURBEDSOIL.

8. STANDARDPRECASTBASESECTIONMAY BE USEDFORNEWFORCEMAIN CONSTRUCTION.BED STANDARDBASEON MIN. 6" VDOTNO. 21A. CORE HOLESFORPIPE MIN. 4" LARGERTHANPIPE 0.D. CONFORMTO THISDETAIL IN ALL OTHERRESPECTS.

.-------STANDARD MANHOLEFRAMEAND COVER

.·.. ··. .., . - .d .

"

~TRUE UNION BALL VALVE7

' .. '

-~ .........

L.P.F.M.

:4

f 12"

L_ -L- _J __l 4 SOLIDCONCRETEBLOCKSAT 90" POINTS_/

LOW PRESSURE FORCE MAIN DETAILVALVE CLUSTER

N.T.S. S29.09.01 REV-2017

TRAFFICRATEDMANHOLECOVER NOTTO HAVEPWCSALOGO\

·•

4

.. ,..

..

. • '·_4· • ·:

··•

METERTO BE IN ACCORDANCE WITH PWCSASTANDARDS

36" MIN•

SEWERONLY FOR PROCESS

METER WATER

N.T.S. S30 .11 .00 REV-2017

w z :::J

~ a:: w a.. 0 a:: a..

INVERT OF MAIN AT CONNECTION

EXISTING LATERAL

NOTES:

INSULATED #12 TRACER \./IRE LOOPED AROUND MAIN CONTINUOUS TD C/0 , MAKE SPLICES \./ITH BUTT CONNECTORS AND SHRINK SLEEVES.

1. STAINLESSSTEELSHEARPROOFCOUPLING/ TRANSITIONGASKET TO BE MINIMUM5' FROMLAST PIPE JOINT.

2. REFERTO APPROVEDPRODUCTSLIST FORADDITIONALREQUIREMENTS.

SANITARY SEWER LATERAL REPLACEMENT

N.T.S. S31 .11.01 REV-2017

OPTION"A" FORDIP/PVC

PLUGLATERAL AT MAINDR AS DIRECTEDBY SERVICE AUTHORITYINSPECTOR

INVERTOF MAINAT CONNECTION

LL.I z ::J

INVERTOF LATERALAT MAIN

TERMINATION OF SANITARY SEWER LATERAL s32.11 .o 1

N.T.S. REV-2017

BEDDINGAND BACKFILLFORC-9OO, C-9O5 AND POLY-WRAPPEDDIP

BACKFILL AND 4' MIN SIDE'w'ALL SHALL BE CRUSHED AGGREGATE <LESS THAN 1') DR #57 STONE A MIN. OF 24' ABOVE CRD'w'N OF PIPE.

12 SOLID COPPER TRACER 'w'IRE IF REQUIRED BY SERVICE AUTHORITY INSPECTOR,

4•

BEDDING SHALL BE A MIN. OF 4' CRUSHED AGGREGATEDR #57 STONE.

SANITARY SEWER LINE BEDDING AND BACKFILL S33 .14.00

REV-2017N.T.S.

OFFSET TYPE HINGES TO PERMIT FULL 180 DEG. SWING

RAIL CLAMP II GA. (TYP.)

NQIE;_

1. CONTRACTOR SHALL FIELD MEASURE TO CONFIRM AREA TO BE FENCED AND LOCATIONS OF GATES AND SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION

HEAVY DUTY GALVANIZED STEEL LATCH/HASP ASSEMBLY WITH PADLOCK

2" MESH #9 GAUGE CHAIN LINK FABRIC, VINYL COATED, BLACK

4" #57 STONE (TYP.)

3/4" GALVANIZED PIPE SOCKET ASSEMBLY EMBEDDED IN CONCRETE EXTENDING DOWN INTO GRAVEL

CHAIN LINK FENCE DETAIL N.T.S . S34.14.00

REV-2017