SADDLES ONLY WITH THE APPROVAL SHALL BE SUBJECTED HYDROSTATIC CUTTING

sSANITARY MAIN

LOOP TRACER WIRE AROUNDMAIN

FLOW

PREMANUFACTUREDTEE_/

SEWERSERVICECONNECTION PER SPECIFICATIONS

MIN. 20' (1 FULL JOINT) BEYONDPROPERTYLINE

LOOPADDITIONAL2' or WIRE PAST END or LATERALFOR CONNECTIONTO PLUMBERS

J_ PORTIONor LATERAL----

MAY BE USED IN NEW CONSTRUCTION or THE PWCSA AND

TO TEN FEET or HEAD(4,3 PSI) PRIORTO

MAIN.

SEWER

90" UNLESS OTHERWISE SHOWN ON PLANS

. ....._ ___ ___ STANDARDf57 STONE BEDDINGTHROUGHOUT

d.....Ll )_ ____ .__ TIE WRAP TRACER WIRE EVERY S'

C900 x IPS COUPLING with IPS PLUG

SEWER SERVICE CONNECTION PLAN VIEW FOR NON- PUBLIC

RIGHT-OF-WAY SO1.07.01 REV-2017N,T,s,

PREMANUfACTUREDTEE

CUT EXISTING SERVICELINE AND PLUG EXISTING TEE AT MAIN

z ~ ci en zzo5 - IL!c.... z en o

sSANITARYSEWER MAIN

90- UNLESS OTHERWISE SHOWN ON PLANS

- - # 12 SOLID COPPER TRACER WIRE (COATED)

._ ______ STANDARD#57 STONE

BEDDINGTHROUGHOUT

PROPERTYLINE----

SEWER SERVICE CONNECTION TERMINATION S01.11.01

N.T.S. REV-2017

http:S01.11.01

----------

LOOP ADDITIONAL

CONNECTION PORTION

FLOW

CONNECTION PER SPECIFICATIONS

SADDLES ONLY WITH THE APPROVAL SHALL BE SUBJECTED HYDROSTATIC CUTTING

SANITARY MAIN

90" UNLESS OTHERWISE SHOWN ON PLANS

. ,_ ___ ___ STANDARDf57 STONE BEDDINGTHROUGHOUT

MAY BE USED IN NEW CONSTRUCTION or THE PWCSA AND

TO TEN FEET or HEAD{4.3 PSI) PRIORTO

MAIN.

LOOP TRACER WIRE

AROUNDMAIN SEWER

PREMANUFACTUR£DTEE_/

SEWERSERVICE

EVERY5'

,.

PROPERTYLINE CLEAN OUT

MIN.20' {1 FULL JOINT)

BEYONDPROPERTY NOTE:LINE

J_ 1. FOR ELEVATIONS DETAILS,AND FURTHER SEE DETAIL S02.07.00 & SECTION170.05 OF THE USM. 2' OF WIRE

PAST END OF LATERAL FOR TO PLUMBERS C900 x IPS COUPLING OF LATERAL with IPS PLUG

SEWER SERVICE CONNECTION/REPLACEMENT

PLAN VIEW FOR PUBLIC

SO1.17.00RIGHT-OF-WAY REV-2017

MARK ALL

. 4" x 4" POST

g Ia~ w

PREMANUFACl\JRED~ TEE

MIN. 3'

COMPACTEDBACKFILL SELECTEDMATERIAL

I PREMANUFACl\JRED TEE

FILL ALL VOIDS UNDER PIPE WllH 157STONE

NOTES:

ENO OF LATERALSWITH

OOP ADOlllONAL 2' Of WIRE PAST LATERALFORi3~ TOCONNECTION

t-- PLUMBERSPORTION en OF LATERAL

i

C900X IPS COUPLING withIPS PLUG

OFFSETSTAKE

g w

I !~i3 en~

# 12 SOLID COPPER ~ ~ TRACER WIRE (COATED) ~

PROPERTYLINE OR __J RIGHT OF WAY I

en <

MIN.5'

1. GRAVEL THROUGHOUT 170.01.bBEDDING t,.S PER SECTION 2. RISERS LOCATED OVER SEWER BE NOTED DIRECTLY THE SANITARY MAIN MUST ON

THE Pi.ANS. 3. 4• LATERALS MUSTHAVE GRADEA MINIMUM OF 2.08". 6" LATERALS

MUSTHAVE GRADEA MINIMUM OF 1.00". 4. MARKALL ENDS WITH POST.OF LATERAL 4"x 4" WOODEN

SEWER SERVICE CONNECTION PROFILE VIEW FOR NON-PUBLIC

RIGHT-OF-WAY S02.07.00 REV-2017

http:S02.07.00

L

OFFSETSTAKE

PROPERTYLINE CLEAN OU

MARKEND OF ALL LATERALS WITH 4• x 4• POST

I 12 SOLID COPPER lRACER WIRE (COATED)

~ TIE WRAP TRACER Yt1REEVERY 5' INVERTELEVATION AS SH0Yt111ON PLANS

C9DOX IPS COUPLING with IPS PLUG

OFFSETSTAKE\

PROPERTY \LINE CLEAN OU~ OfFSETSTAKE

1

~~H~~~ _1~ "" 1' I-!~

MIN.3' a en~ MIN.5' # 12 SOLID COPPER W3: TRACERWIRE (COATED) ~

0

COMPACTEDBACKALL

SELECTEDMATERIAL

I ...__o--:...._TIE WRAP TRACER PREMANUFAClURED WIREEVERY 5' TEE

PROPERTYLINE OR _J RIGHT OF WAY · 1

ALL AU. VOIDS UNDER PIPE Vt11H#57 STONE

NOTES:

1. GRAVEL THROUGHOUT 170.01.bBEDDING ,s PER SECllON 2. RISERSLOCATED OVER SEWER BE NOTED DIRECTLY THE 5Af4ITARY MAIN MUST ON

THE PLANS. J. 4" LATERALS MUSTHAVE GRADEA MINIMUM OF 2.0BX. 6" LATERAIS

MUSTHAVE GRADEA MINIMUM OF 1.00,t 4. MARKALL ENOS WrTH POST.OF LATERAL 4"x 4• WOODEN

SERVICE CONNECTION/REPLACEMENT PROFILE VIEW FOR PUBLIC

S02.17.00RIGHT-OF-WAY REV-2017

http:S02.17.00

3.-1- -- ·--· I

·

12" -i

4" GRAVITY LATERAL

4" CLEAN-OUT STACK

PLUG

r CLEAN OUT CAP MUST BE BRASS

# 12 SOLID COPPER TRACER WIRE (COATED)

#57 STONE

FLOW

LOW PRESSURE FORCE MAIN FROM GRINDER PUMP

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 S04.07.01

N.T.S. REV-2017

http:S04.07.01

NOTE: THIS METHOD SHALL NOT TAKE OF CONNECTION

PRECEDENT TEES. THE APPLICATION OVER USING

SHOWNHERE IS FOR TAPPING MAINS.EXISTING

PVC HUB

RUBBERBOOT

NOTE: INSERT-A-TEE TO PVC, CAN BE CONNECTED PERMALOC, SLIP LINER, QUCTILE SPIROLITE, IRON, THIN WALL MAIN LINES, CONCRETE(MAINLINES AND MANHOLES), MAIN LINES. IT CLAY, ALL THICK WALLED IS A THREE PIECE CONNECTION THAT IS COMPRESSION-FIT WALL OF THE MAIN INTO THE CORED LINE. IT CONSISTS OF 4" THROUGH OF SIDE SERVICES 12" AND FITS ALL MAIN LINE DIAMETERS.

INSERT-A-TEE N.T.S. S05.07.01

REV- 2017

http:S05.07.01

NOTES:

1. MANHOLETO MEETCURRENT OF ASTMSPEC.C--478.REQUIREMENTS 2. AU REINFORCINGSTEELTO MEETCURRENTREQUIREMENTSOF ASTMSPEC.A-615. 3. CONCRETETO BE -4000PSI MINIMUMCOMPRESSIVESTRENGTH. -4. TAPEREDJOINTWITH0-RING GASKET REQUIREMENTSTO MEETCURRENT OF ASTM

SPEC.C-361 & C-«3. 5. 301 MASTICOR APPROVEDEQUALSHALLBE USEDIN ADDITIONTO THE JOINTSPECtf'IED. 6. APPROVEDFLEXIBLE ON AU PIPECONNECTIONSJOINTREQUIRED TO MANHOLES.

INSTALLATION WITHMANUFACTURER'SSHAU BE IN ACCORDANCE INSTRUCTIONS. STUBMAYBE USEDAT THE APPROVALOF THE INSPECTOR.

7. MANUFACTURER'SNAMETO BE ON THE INSIDEFACEOF ALL SECTIONS. 8. SETCOVERFRAMEON PIONEER301 MASTICOR APPROVEDSUBSTITUTE. 9. FASTENWATERTIGHT BOLTS(SETACCORDINGFRAMETO 3/-4• ANCHOR TO CONESECTION

DETAIL)WITHNUTAND2• WASHER.CUTANCHORBOLTSOFF 1• ABOVENUT. 10. KEYWAYSMAYBE SUBSTITUTEDFORLIFTINGLUGS. 11. SHOPDRAWINGS FORMANHOLES THANAREREQUIRED USEDWITHSEWERMAINSGREATER

2-4" ANDMUSTBE APPROVEDBY PWCSA. 12. MASONRYUNITSMAYNOTBE USEDFORADJUSTMENTS. 13. MANHOLESTEPSSHALLBE AMERICANSTEPCOMPANYML-10-TDS-SSR ORAPPROVEDSUBSTITUTE.

SEEMANHOLECOVER

RINGDETAIL

PRORINGORLADTECHADJUSTING RINGSOROTHERSAPPROVED BY SERVICEAUTHORITY

' . ' ~ ...;_:..·-~·:., , . .. .

MAX.

LUG

CONE

OPTIONALFIBERGLASSSEEPRECASTCONCRETE INSERTSEALCONESECTIONDETAIL STEPSTO BESETINLINE

RISERS1,0' MIN;5.0'

0 LIFTINGBITUMASTICCOATING RISER

NOTCHFOR0-RINGGASKET

LIFTINGLUC,NOTHROUGH _:J I, HOLESAUOWED ~ .., '. . , ...

,, .en ..... ,ii: BASE ··,~

MIN.s• COMPACTED--1.or i------ ---- - - I!Pllllo:-t---4 ,4·-0·

VDOTNO.57 STONE

- -- --- s·-s· MIN.-------------1

PRECAST CONCRETE 4' DIAMETER MANHOLE S06.07.01

N.T.S. REV-2017

http:S06.07.01

"'-..STANDARDMANHOLErRAME& COVER

PRO RING OR LADTECH ADJUSTING\ ' RINGS OR OTHERS APPROVED 6....::- - =---i:3

NOTES: SY SERVICE AUTHORITY di _ _ b 1. CONCRETE MUST SE 4000 PSI COMPRESSIVE

STRENGTH,MINIMUM. ...,._....;,-.;!,...J --- ...r...........! 2. PIPE CONNECTIONS TO MANHOLES TO SE APPROVED

rLEXISLE SLEEVES. 3. MANHOLES OVER 6' DIAMETER REQUIRE

DETAILEDDRAWINGON PLANS •• 4. ALL REINrORCINGMUST MEET CURRENT

REQUIREMENTSor ASTM SPEC. A-615. 5. MANUrACTURER'S NAMEMUST BE ON INSIDE

rACE or ALL SECTIONS. 6. MANHOLE MUST MEET CURRENT REQUIREMENTS

or ASTM. SPEC. C-478. 7. PLACE 5• COMPACTED VDOT NO, 57 STONE

UNDER BASE SECTIONS. 8. JOINT CONrlGURATION MAY SE CAST BELL-UP

OR SPIGOT-UP. 9. MANHOLE STEPS TO BE AMERICAN STEP COMPANY

ML-10-TDS-SSR OR APPROVEDSUBSTITUTE.

0-RING JOINT ASTM C-361 ASTM C-«3 4

t . . . · ' . , ~ · i . ~ ·. •: '. . . . ., ·"' . r ··~.,;.. ~

' .

STD. PRECASTCONC. rLAT TOP REDUCER

MANHOLEDIAMETER t :~ -0: : .. ~. . LIFTING LUG or_/ ..__.. KEYWAY(TYP.)IN rEET 5' 6'

A 60'" 72" B e.-· gs•

G

;'i· : " STD.PRECASTCONC.RISER In 5• 7•:z C0 i! D 8'" 8" .. ~-; w E VARIES:I ., .• . i5 r 13'" MIN. 13'" MIN.

G VARIES

•• ~ I

PRECAST CONCRETE 5' AND 6' DIAMETER MANHOLE S07.07.01

N.T.S. REV-2017

http:S07.07.01

NOTES:

1. CONTRACTOR EQUIPMENT EXISTINGMUSTHAVEADEQUATE TO PUMPAROUND

LINEWHILEMANHOLEIS CUTIN.

2. PRECASTCONCRETE SHALLCONFORM TOMANHOLE IN ALL OTHERRESPECTS STANDARDPRECAST MANHOLES.CONCRETE

3. DOGHOUSEMANHOLES WITHOUT PERMISSIONARENOTPERMITTED WRITTEN FROMTHE PWCSA.

OPTIONALFIBERGLASSINSERTSEAL

, ·· . . . . ··, .

, .. . . .,

•.. , . . -~

....._______

. 41

A

KOR-N-SEAL 4' MIN.-l 4 ' OR

'-- EXISTINGLINE(TYP.)

CAST-IN-PLACEBOOT

• 4 •

•? 4 ·. 41 • . . ,d • •

41 4 .· 41• •• •41

(TYP.) I

WATERTIGHTCOUPLING OR SLEEVE(TYP.)

PRECASTCONCRETE CUT-IN MANHOLE S08.07.01

N.T.S. REV-2017

http:S08.07.01

SlD. MANHOLE FRAME,t COVERb PRO RING OR LAOTEOi AOJJS11NG RINGS OR OTHERS APPRQ'-t(I)BY SERVICEAUTHORllYc5f_-_~

NOlES:

1, PRECAST MANHOLE SHAl.1. CONFORM SECTIONS TO PWCSAUTIUlY STANDARDS MANUAL

2. BASE SECTION DIAMETERSHAl.1. BE: ~. 4'-0" FOR 24" PIPE AND SMAl.1.ER

SlD. PRECAST 5'-0" FOR2r to 39" PIPECONC. 4' DIAM. 6'-0" FOR 42" AND LARGER PIPECONE SECTION 3. JOINTS MAY BE CAST BELL-UP OR SPIGOT-UP.

4. EITHER FORM RECESS IN BASE TO MATCHRISER JOINT OR SETRISER SECTION IN CAST-IN-PLACE BASE TO DEPTH OF JOINT.

5. MATCH CRO~ OF EXIS11NG PIPE IF PROPOSED SEYimIS SMAU.ER ~.THAN EXIS11NG OTHERWISEMATCH INVERT OF EX1S11NG ~

6. SETPRECASTCONE SECTION SO COVER15 DIRECllY THE DO~SlREAM SlD. PRECASTCDNC. • OPPOSITE ~

RISER,4' DIAM, 7. PIPE SURFACE SHAl.1.BE Q.£AN AND COATED WITH A BONDING AGENTBEFORECASllNG CONCRETE IT.AGAINST

8. DESIGNAND OR USE OF THIS METHOD IS AT THE SOLE DISCRETIONOF'THE PWCSA,

SlD, PRECAST CONC. A.AT TOP REDUCER

i---- -&m .• PRECAST - :R----tCONC. RISI:SEENOTE 2 T

2'-MIN.6" MIN. ---1 _LJOINT SEALANT

COMPOUND,TYP. •..

REMOVETOP OF PIPE

EXISTINGSEWER PIPE SEEPROPOSED

: ~ .!' . 3•

-----!....·}\::4.·:--. \. :·.~·: ~ 4•

~

6 MIL POLY FILM BETWEENSTONE BASE AND CONCRETE. #5 0 12· cc

CLASS A CONCRETE EACH WAY CAST-IN-PLACE

BASE 5000 PSI CONCRETE

#57 STONE (TYP,)

CONSTRUCTION OF MANHOLE OVER EXISTING SEWER so9.07.01

N.T.S. REV-2017

http:so9.07.01http:SMAl.1.ER

---~----

0 REMOVE FRAMEMANHOLE & COVER. REMOVEAll ADJUSTMENTRINGS. 1· , - · I

, -· . .. . . .~, . #: ·.. . ., .

REMOVE 24• FROMMINIMUM .,. BLOCKORBRICKMANHOLES. REMOVECONESECTIONFROM •.. .

. .~PRECASTMANHOLES.

FILLREMAININGAREAWITHf57 STONE. -- --..

BULKHEADALL CONNECTIONSTOMANHOLE WITHA PRE-MIXED,FAST SETTING STABLE,VOLUME WATERPPROOF orCEMENT: ASDIRECTEDBYSERVICE AUTHORITY INSPECTOR.FIELD

~ -·· 4_,"_. ....·__ ._?_4_·_. - 4"-"..4=- _·_.4_4_._·_ 4._-·_ .....·.i......._---'- ........·

NOTES:

1. WHEREMANHOLE IN PAVEMENT, SHALL IN ACCORDANCEIS LOCATED PAVEMENT BE RESTORED WITHVDOTSTANDARDS.

2. MANHOLESLOCATEDIN EASEMENT SHALL SIMILARAREAS BE RESTORED TOSURROUNDING CONOmONS.

ABANDONMENTOF MANHOLE N.T.S. S10.07.01

REV-2017

http:S10.07.01

3"

COVER

TOP VIEW

1 " , VENT HOLE

LOGO

1-1/2" LETTERS, LABEL SHALL READ "WATER"FOR WATER APPLICATIONS

,. J ~ 25-1 /2" I _c2-1 /2" 1 , ~

FRAME

TOP VIEW I 21" I T

SECTION

1"-f~1i 1 -

1/

4" 3/4"

~~

2"LJ:1"3/4'!...jI r1" -J!-3/4" ,--~ I t t---~ 1"T

1~8" CLOSEDPICK HOLE

-MAXIMUM 3" DRAFT - 3/4"

..1 ~~l 3/4~ T

ENLARGEDSECTIONALTERNATIVES

1-25-3/4'-' -

[_-,--6-SSS-,Jz\· L BOTTOMVIEW I

l-2s"+3/B",-1/4'~ -· ---40"---

SECTION

NOTES: 1. MACHINEALL BEARING SURFACESTO BE TRUE AND LEVEL. 2. MANHOLEFRAMEMAY BE GUSSETTED. 3. USE ASTM A48 CLASS 308 GRAY IRON OR BETTER. 4. CERTIFYFRAMEAND COVER FOR AASHTO H20 LOADING OR BETTER. 5. RECESSLABEL LETTERING AND LOGO. 6. ADJUSTABLEFRAMEAND COVER AS PERMITTED BY SERVICE AUTHORITY.

STANDARD MANHOLE

FRAME AND COVER S12.07.01

N.T.S. REV-2017

http:S12.07.01

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. MACHINE SURFACES ANDLMLALL BEARING TO BE TRUE 2. MANHOLE MAYFRAME BEGUSSETTED. 3. USE ASTM M8 CLASS 30BGRAYIRONOR BETIER. 4. CERTIFY ANDCOYER H20 LOADINGf'RAME FOR AASHTO OR BETTER. 5. RECESS LETTERINGLABEL ANDLOGO, &. PROVIDE - 0-RING GASKET SEAT,3/8• RUBBER f'ORMANHOLE 7. PROVIDE 5/8-11 x H/2• STAINLESS HEX HEAD BOLTS.FOUR STEEL

WATERTIGHT MANHOLE

FRAME AND COVER S 13.07 .00

N.T.S. REV-2017

_____

1----1

V

PRECAST MANHOLE

CONEl

3/4., MANUFACTURER_/' 4

V

/ MANHOLE FRAME AND COVER

}ff!;{: v,i-=-..::........,0,......_ _

1211

MAX. ADJUSH.4ENT OTHERS AS APPROVED

BY SERVICE AUTHORITY 4

4.

3/4 11 MANUFACTURER SEAL

PRO RING OR LADTECH ...............----4ADJUSTINGRINGS OR 1---1

SEAL

PRO RING, LADTECH RING OR OTHER S14.07.00

N.T.S. REV-2017

http:S14.07.00

0 ..___ ___ G_A-SK_E__T ~

1 /8" DIAMETERHOLE (FOR PRESSURE RELIEF) LOCATE HOLE NEAR TOP OF INSERT

NOTES:

A

1. THE MANHOLE INSERT WILL BE MADE OF NON-CORRODABLE MATERIALS AND WILL NOT BE DAMAGED BY SEWER GASES OR ROAD OIL.

2. THE INSERT SHALL HAVE TWO NYLON STRAPS FOR LIFTING THE INSERT. THE STRAPS SHALL BE AITACHED TO THE INSERT WITH STAINLESS STEEL RIVETS.

3. THE BOWL SHALL BE ± 1 /8" THICK AND SHALL BE BEWTEEN 611 AND 8'* DEEP.

4. THE INSERT SHALL HAVE A GASKET TO SEAL BETWEEN THE INSERT AND THE UP OF THE MANHOLE FRAME.

WATERPROOF MANHOLE INSERT S15.07.00

N.T.S. REV-2017

http:S15.07.00

SECTION A-A

FOUR 3/4• 91x 4• HOLES EVENLYSPACED

-- 32" -1 24• ~I

MANHOLESIZE

A B

C

D

4' 5' 6' 45• sa· 6" s·

so· 72• s· a·

72• as· r a·

A

IIWJ:~~~=11===9~1=~~~1 _j

TOP VIEW

NOTES:

1. CONCETETO BE 4000 PSI

COMPRESSIVE MIN.STRENGTH,

2. ALL REINFORCING STEEL TO MEET CURRENT REQUIREMENTS OF ASTM SPEC. A-615.

3. MANHOLESECTIONSTO MEET

CURRENTREQUIREMENTSOF ASTM SPEC. C-478.

4. FLAT TOP SHALL BE USED ONLY WHEN SPECIFICALLY REQUIRED BY THE PLANS OR WHERE THERE IS HEIGHT OR INVERT CONFLICT As Determined By The CONTRACTORAND APPROVED BY THE INSPECTOR.

S. JOINT CONFIGURA TlON MAY BE CAST BELL - UP OR SPIGOT-UP.

6. ANCHORBOLTS AS SHOWN IN

DETAIL S11.07.00

A L_

PRECASTCONCRETE MANHOLEFLAT TOP S16.07.00

N.T.S. REV-2017

http:S16.07.00http:S11.07.00

TOP VIEW

J A

NOTES:

1. CONCRETETO BE 4000 PSI

COMPRESSIVE MIN.STRENGTH,

2. ALL REINFORCING STEEL TO MEET

CURRENTREQUIREMENTSOF ASTM

SPEC. A-615. A

3. MANHOLESECTIONTOMEET CURRENT BRequirements Of ASTM

SPEC. C-478. C 4. JOINT CONFlGURA DllON MAY BE CAST

BELL-UP OR SPIGOT-UP.

1--4--- 4•-10• -----+-1-1

4• MIN.

4·-o·--1 I ~=======================~. I

t D

i

SECTIONA-A

DIMENSIONS 5'-4' so· 72• s· a·

6'-4' 12· as· r a·

PRECAST CONCRETE MANHOLEREDUCER S17.07.00

N.T.S. REV-2017

http:S17.07.00

A A L_ _J

NOTES:

1. All REINFORCINGTO MEET REQUIREMENTSOF CURRENT ASTM A-615.

TOP VIEW

NOTCH FOR 0-RING GASKET

4'-------t • l ~I I 2· ~II

MIN

,~-------~ vi~ 4 3/4.MIN. ------5'------

SECTIONA-A

PRECAST CONCRETE MANHOLE CONICALREDUCER-5' TO 4' s1s.07.01

N.T.S. REV-2017

http:s1s.07.01

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) . . ... .

'•

...·

• ,d .. .• .. . ,. ··., .

...... • • • 4

.:-.....

\_ FINISHED GRADE

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

PVC DROP PIPE

,.....

·,

... .

J ----l:U.-:r - 45• PVC BEND -:-- ~ - .,.::_\ TURNED IN THE

RELINER®DROP END (OPTIONAL)

DIRECTIONOF FLOW, BUILD CHANNEL

INSIDE DROP MANHOLE DETAIL S19.07.01

REV-2017

http:S19.07.01

ta

't>

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. PRECAST CONCRElE MANHOLE and CONE SECTION details.

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

Class B Concrete

Crown of bend shall be

4

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

4 4

4

·.4 Some pipe material

Bench Slope 2' Per Foot

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 CONNECTIONS20.07.01I N.T.S. REV-2017 l

http:S20.07.01

BACKWATERVALVE JOSAM SERIES 67100 OR EQUAL 4" SCHEDULE40 GALV.

STEEL PIPE (N.P.T.)

: 0 I

°N

C CLAMPS AND ALL-THREAD ROD. SEE MANHOLEVENT SUPPORT DETAIL (DETAIL45)

I>

CORE BORED HOLE (UNLESS KOR-N-SEAL CAST-IN-PLACE BOOT IS USED)

r> OR

CAST-IN-PLACE 4"x4"PRESSURE

BOOT TREATEDWOODEN BLOCK

STAINLESSSTEEL NUTS I>

I>

1" x 1/8" STEEL PIPE CLAMP

4" llf VENT PIPE

THREADEDANCHORNOTES

1. ANCHORHOLES SHALL NOT EXTEND THROUGHMANHOLEWALL 2. COATPIPE CLAMP SEALANTWITH BITUMASTIC

MANHOLEVENT N.T.S. S21.07.01

REV-2017

http:S21.07.01

ATTACHf12 LlltA1lNGWIRE1D FllRCE 51

18" - 24" MAX

CONNECT1RACERWIRE SERVICEFDWM1NC lA1tlW.TO IIIREfCWMINGUMI USING WAlDIDR'l'C0NN PROOF CONNECTORmowIONC (l

1. CONCRETE STRENGTI-l,SHALL BE 4000 PSI COMPRESSIVE MIN.

2. ALL REINFORCING OF CURRENT SHAW MEET REOUIRMENTS ASTM SPEC A-615. 3. MANHOLESECTIONS OF CURRENT SHALL MEET REOUIRMENTS ASTM SPEC C-4 78.

4. TAPEREDJOINTWilli 0-RING GASKET ASTM SPECS SHALL MEET REOUIRMENTS

C-361 & C-443.

5. CAST MANHOLE SECTION IS DEEPER. INTO BASE 2• OR DEPTI-l OF' JOINT, WHICHEVER

6. JOINT CONFIGURATION MAY BE CAST BELL-UP OR SPIGOT-UP.

7. SIZE DOGHOUSE 4• MIN. AND a• MAX. LARGER CHART A OPENINGS TliAN PIPE O.D.

B. ALL AIR RELEASE PIPING SHALL BE BRASS.

9. FOR FORCE MAINS SMALLER TI-IAN s• DIAMETER, EXCEPT FOR DUCTILE IRON,

CLAMP TI-IE AIR/VACUUM RELEASEVALVE TO TI-IE ANGLE IRON SUPPORT BRACE.

10. CAST BASE ON FIRM, UNDISTURBED SOIL

11. STANDARDPRECASTBASE SECTION MAY BE USED FOR NEW FORCE MAIN

CONSTRUCTION. BASE ON MIN. 5• VDOT NO. 21A. CORE BED STANDARD

HOLES FOR PIPE MIN. 4• LARGER THAN PIPE O.D. CONFORM TO TI-IIS DETAIL

IN ALL OTI-IER RESPECTS.

STANDARDMANHOLEFRAME AND COVER

~~~~~~~~~~~zir PRECASTCONCRETE .·. : · · .. 4 . ·• ; ·.. ' MANHOLEFLAT TOP ~

APPROVEDAIR

· ~·.,-----.

AC. •RELEASEVAL

TOP OF VALVE ANGLE IRON SHALLBE 24• SUPPORTBRACE BELOWGRADE. ' · · BOLTEDTO MH STEPS MAY BE REQUIRED , WALLS BALL VALVE (TYP.) , '

BALL VALVE OR TAPPING SADDEL . · . . CORP. STOP OR TAPPED TEE -~j

FILL TO SPRING LINEWini -·-· · •• VDOT NO. 21 A STONE.

L• :zN

::::E

L rB--------A-------i _ _ L._ 4 SOLID CONCRETE BLOCKS AT 90' POINTS _,./

SEWAGE FORCE MAIN AIR or VACUUM RELEASE ASSEMBLYs23.07.oo

N.T.S. REV-2017

FM MH A 8

MIN DIMENTIONS TO ts• TO 20• TO 35•

4' 5' 6' 4a• so· 72• s· s· 7•

-~-~

http:s23.07.oo

MANHOLEFRAMES&: COVERSAT GRADE.

CLEANOUT

....I

~ ~ 0 5 0 =i•,,., •

I 0 .... I ....

'- UNDISllJRBEDEARTH

NOTES:

1. DESIGNBASED ON COMMERCIALLY AVAILABLEPRE-CAST SEPTIC TANK. 2. MINIMUM STORAGE500 GALLONS.

GREASE TRAP N.T.S. S24.07.00

REV-2017

ONLY ALLOWED WITH SPECIFIC PWCSA PERMISSION

CAREFULLY--- ~ TAMPED

BACKFILL

{95i MAXDENSITY)

w,..c,.¥

1/4 B

1/4 D (4• MIN.)

STANDARDCONCRETECRADLE

CAREFULLYTAMPEDBACKFILL 95X MAXDENSITY

1/4 D {4• Min.)

1/4 0 (4• MIN.)

STANDARDCONCRETEENCASEMENT

(FOR USEWHEN APPROVED BY DIRECTOR)

NOTES:

1. CONCRETE SPECIFIED.TO BE CLASS •B• UNLESS OlHERWISE 2. TRENCHWIDlH SHALL BE AS SPECIFIED OR AS SHOYIN ON PLANS.

CONCRETECRADLE AND ENCASEMENT S25.07.00

N.T.S. REV-2017

L-----------~

http:S25.07.00

SIGN: HEIGHT 5'-6" ABOVE GRADE LABELEDFOR SERVICE "WARNING:SEM:R PIPE CROSSING" or "WARNING:WATERPIPE CROSSING• (TYPICAL 2 PLACES AS APPROVED BY VDOT)

1/2" STEEL CABLE M:LDED TO CASING AND FASTENED TO SIGN POST

EXISTINGROADWAY

MEGA-LUG 11 DD or APPROVEDSERIES SUBSTITUTE. 2" PIPE DRAIN

SEE PLANS FOR CASING LENGTH

NOTES: 1. CASINGSSHALLCONFORM CASINGTO VDOT SPECIF1CA110NS. 2. SPACECASING ACCORDING MANUFACTURER'S OR 2 PER SECTION SPACERS TO PIPE OR SPACER RECOMMENDATION OF' PIPE, WHICHEVER

REQUIRESMORESPACERS,PLUS ONE (1) WIDIIN 1WO (2) FEET OF fACH EHD OF CASING. 3. PUSHOR PULL THE CURRIER lHE CASING THE JOINTS ALWAYSPIPE THROUGH SO THAT ARE COMPRESSED. 4. ALLJOINtsWITl-llNTHE CASING WILL BE RESTRAINED MEGA-LUG 1100 RESTRAINING or APPROVEDUSING SERIES GLANDS SUBSTITUT£.

RESTRAINEDUNLESSOTHERWISENOTED.)

PIPE lN CASINGEND VIEW

CASING PIPE

2• DRAIN (DOWN SlREAM) APPROVEDSTAINLESSSTEELCASINGSPACERWITHPOLYMER RUNNERSor APPROVEDSUBSTIT\JTE.(SPACERSTO BE CENTER

STEEL CASING N.T.S. S26.07.01

REV-2017

http:S26.07.01

MIN. 1'

MIN. 1'

TOP VIEW

EXISTING ELEVATIONGROUND ~

~ ~ ----MIN.2' ABOVETOP OF PIPE

1' (UNLESS ROCK IS ENCOUNTERED)

NOTES: SIDE VIEW

1. SPACING BY THE DESIGN TO BE DETERMINED ENGINEER/INSPECTOR. 2. CLAY DAM (MIN. IMPERVIOUSNESS 10 -3 CM/SEC)= 3. ALTERNATE INCLUDES WITHCEMENTAND CONCRETE. MATERIALS SOIL MIXED

(MATERIALSTO BE APPROVED BY DESIGN PRIORENGINEER TO PLACING.)

CLAY DAM DETAIL NTS S27.07.00

REV-2017

http:S27.07.00

PWCSA LOGO S28.07.00N.T.S. REV-2017

http:S28.07.00

SS STEPS MAY BE REQUIRED

FILL TO SPRING LINE WITH WOT NO. 21 A STONE.

L I 2: c-..

:1:

,

NOTES:

1. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH,MIN. 2. ALL REINFORCING SHALL MEET REQUIREMENTS OF CURRENT

ASTM SPEC A-615.

3. MANHOLE SECTIONSSHALL MEET REQUIREMENTS OF CURRENT ASTM SPEC C-478.

4. TAPERED JOINTWilli 0-RING GASKET SHALL MEET REQUIREMENTS OF ASTM SPECS C-361 & C-443.

5. CAST MANHOLE SECTIONINTOBASE2• OR DEPTH OF JOINT WHICHEVERIS DEEPER.

6. SIZE DOGHOUSE OPENINGS4• MIN. 7. CAST BASE ON FIRM, UNDISTURBED SOIL 8. STANDARD PRECASTBASE SECTION MAY BE USED FOR NEW FORCE MAIN

CONSTRUCTION.BED STANDARD BASE ON MIN. 5• WOT NO. 21A. CORE HOLES FOR PIPE MIN. 4• LARGER TI-IAN PIPE 0.0. CONFORM TO lHIS DETAIL IN ALL OTI-IER RESPECTS.

-- STANDARDMANHOLEFRAME AND COVER

...: .._ -~.·• .- ·.. . --- · ..

/""" TRUE UNION , BALL VALVE

7

' ..

'

~ · • Vo , LP.F.M.

L _ _L.._ 4 SOLID CONCRETE BLOCKS AT 90• POINTS __/

LOW PRESSURE FORCE MAIN VALVE CLUSTER DETAIL S29.09.01

N.T.S. REV-2017

http:S29.09.01

TRAFFICRATEDMANHOLECOVER NOTTO HAVEPWCSAUlGO\

.•

...

:.;

....

••• • • .. ff '·.A· .. ·:..... . ..•

METERTO BE IN ACCORDANCE WITHPWCSASTANDARDS

SEWERONLYMETER FOR PROCESSWATER

N.T.S. S30.11.00 REV-2017

NE\./ C/0 AT PROPERTY LINE ------

FINISHED GRADE __:!~---

INVERT or MAIN AT CONNECTION

NOTES:

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

1. STAINLESS STEEL SHEAR PROOF COUPLING / lRANSITIONGASKET TO BE MINIMUM 5' FROM LAST PIPE JOINT.

2. REFER TO APPROVED PRODUCTSUST FOR ADDITIONAL REQUIREMENTS.

TRANSITIONGASKETTa,XHCI \./ITH PLUG IN C-900 COUPLING.

EXISTING LATERAL

SANITARY SEWER LATERAL REPLACEMENT S31.11.01

N.T.S. REV-2017

http:S31.11.01

..

OPTIONHAtlFOR DIP /PVC

PLUG LATERAL AT MAIN OR AS DIRECTED BY SERVICE AUTHORITYINSPECTOR

INVERTOF MAIN AT CONNECTION

INVERT CF LATERALAT MAIN

TERMINATION OF SANITARY SEWER LATERAL s32.11.01

N.T.S. REV-2017

BEDDINGAND BACKFILL FOR C-900. C-905 AND POLY-WRAPPED DIP

A

IF

EDDING SHALL BE A MIN, CF 4• CRUSHED AGGREGATE DR #57 STONE,

ACKFILL AND 4• MIN SIDE\IALL SHALL BE CRUSHED AGGREGATE

OFFSET TYPE HINGES TO PERMIT FULL 1 BO DEG. SWING

HEAVY DUTY GALVANIZED STEEL LATCH/HASP ASSEMBLY WITH PADLOCK

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

4• f57 STONE (TYP.)

3/4• GALVANIZEDPIPE SOCKET ASSEMBLY EMBEDDEDIN CONCRETE EXTENDINGDOWN INTO GRAVEL

~

1. CONTRACTORSHALL RELO

MEASURE TO CONRRM AREA TO

BE FENCED AND LOCA llONS OF

GATES ANO SUBMIT SHOP

DRAWINGSPRIOR TO INSTALLATION

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

REV-2017

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