p:develusm 7 usmcad detailss01.07.01 frame & cover (1) · right-of-way s01.07.01 n.t.s....
TRANSCRIPT
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
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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