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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