|
Dircclion of flow
<br />Support with
<br />concrete os shown
<br />r k
<br />0
<br />1[.=�n i
<br /><<
<br />I
<br />Extend to e 1 plug,
<br />and mark with steel
<br />mocker (I - ## 4
<br />re-bor) 24' long.
<br />EL EVAT/ON
<br />Note
<br />Ner,l hookups on exi5finq lines requires saddles
<br />WOOgBRIDGE SANITARY DJSTRICT
<br />A WYE BRANCH -
<br />.30
<br />6" max.
<br />~I
<br />Christy V-1 Protection 123/6' Variable
<br />Box with Christy 0-219
<br />Concrete Lid
<br />U=
<br />Threaded Sr,3,5 I
<br />rl::.
<br />Clean -oul Pluy
<br />2s
<br />Clean-out Riser
<br />Flexible Joint
<br />Long Rodius Bend
<br />$ewer Lateral
<br />Sidewalk
<br />1. Cleon-out riser shall be the some size as the sewer lateral.
<br />Q.
<br />U-7
<br />WOODBRIDGE-SANITARY DISTRICT
<br />CLEANOUT RISER
<br />Line cutpovemeni" - Match exisl-ing povemen;'-
<br />before excovafin9 �feother where necessary ro-wlix
<br />Exist/ng Pavement
<br />subgradc a4%f /�AiYi,9dLf
<br />s» �
<br />"=� I= = =11 =1
<br />TNREADfO B9ASS f/OfNAL/l
<br />-II( -1111= ':.•. • • •` Ill!=1111
<br />t- iv f ' GGEANOU! Plds ' '
<br />110=1111 min �::-�; .: �':' .' �•��` IIF=11Ti 95 % re% 1vc Gompuc/ion
<br />rLIJ -IJII ,
<br />W� qh I� . Y. Compact in i2' max. to ycrs _ FRF
<br />OyO = �I
<br />I :: ' • ' . . • � '�: % to o m/ mum relative. � �III� � "----_�(jn
<br />III�> Il I I
<br />:. .
<br />• -: N co p c Tari o 9 q -
<br />II \ II _
<br />_ ..... ... _.. ;,..,....•.. •.,. ..•:::-._.... : m_......._..;.. - � III Gs%9frroa/� carc.9�'rE'Cio.
<br />o s� 6H,filrr / =r P�9orEcrioN 6or
<br />:•.
<br />Corn i I nIP .....
<br />_';• D+a, rain. '.;:_
<br />Compact l2' /Dyers to P.KG. iy/9E/1, LE.t6/f/---' ' Z2 /a° 6ELL sP/sOr P.✓.G.
<br />: < o: fnlnimum �eloflve I A9 gfoaigfo. — ' EYLbIS' �fff .Yorf # /]
<br />o r -l8' rnax
<br />.:. : � � .. II .• .i �':. • ' 1 ... . I � .. • . I !d �' dfLL ¢ SP/Bol /KG.
<br />N Crarhrd r%Tock- /�L.
<br />or -•
<br />II
<br />---- - --= -'I-.. >. ELdo1W ldff IYvrf f#/•>
<br />fLond :tamp to ::...:. I t of Pr c IYrf d49ANGiY • • .. RL C. SAN/lAfJY 9Elsfi9
<br />springl/ire <.< : : ::. SE.9rrcE LArFi7AL
<br />/.:iL
<br />Trench%y:/n::cos mcrl.fs.ond.oth�r.:0�ea3 not in street 'R /> GONr9AGl09 /Y/Ar fUd9r/rl/lE LpNB-iiAO/vf /KG fjf>Yoe /�
<br />�jV'moy bG AYA/LA10ZJF, Fk/1 lWde rs+a l'a%' e�vosYy / 2' yfvoL.
<br />bockf / seb'. .... otive mafcr/o/-to o iilotiv� cairipaction o 65'/.::::
<br />Y Ovcr�czcova cenc� . be y
<br />u�cFrcoup7in`gs-to: prowl a •iunr`�orm- • �-�- 1> cLfAaoars' sNALL o� /•Y.rrAUE.o ON ALL sfiYE�r rE,�.�rc� CAlE�/9lf
<br />aupport.:a/orifi . pipe:bo'rri/. i ::: ' .... d ........ I . .. _ :::. I .... `.: _ .. I Ar rr�E E06E Of T/!E f�/6/!r o� fYAI� Af ✓,o�.r/•
<br />9.:Alo�eeVj?br�i3dm9 .w1//Ibe piiirii ted uilYcsS by specie/.opprova/: 3� cLEANovr /fifE/1 RN4 F/rr/rYG9 !//ALL 6E POLr/iNrLE GNLO9GOE
<br />of the' loisr�xc7`tneer .:....: ' • I : ' . ; :. .
<br />. • • . • . • • ' . , .... 1 .. i :: • . (i°'✓. c.J .0/�•f Cvis'Fi:'Ayl/Nrff TO A.IrM .0 . 036 - .s'Ow .7S fYiT/f
<br />PaveiniFif 3�ciTbn'-, :sho/l be �e9uivo7en'>< fo eXis Iny poveiiicn 7ouf In - .raeeE.� ,gives .r/e1dC11 49 r 10* 11 fau.,vo r1errrr o.'' .vf1w a- .172/a .
<br />;moo cosi:/ess tho�:4". of. A: B. bnd 2'q:c. on C/ass iq' Subyrvde.:
<br />• - 4� GLdwlvozr xlf;dw Ah'O /"/rr/iYd•� O wALL
<br />' � - O/AM.f'rE.!► P/EE A.4' TJVE' Se"i9riel•' I,OrE.9Al .
<br />:
<br />:: (J! • I : i ' : WOODBRIDGE SANITARY DISTRICT
<br />,
<br />'WOO 0BRIDGE' SANITARY •"DISTRICT: '
<br />r 1 SERVICE LATERAL CLEANOUT
<br />(PVC PIPE )
<br />:PIPE .! BEDDING AND. ;
<br />TRENCH BACKFILL
<br />_0�_
<br />In11i-
<br />1 top of pipe
<br />W
<br />See Sfondard
<br />Manhole Dei
<br />•AVL:` 'f0', C:•b�:
<br />SECTION A -A SECTION 8 - B
<br />I. Drop Manhole sholl be used when the difference in elevotions
<br />of the flowlinc of upper fine and the crown of lower fine
<br />exceeds 24" inches.
<br />U -a
<br />WOOD,RRIDGE:SANITARY DISTRICT
<br />SANITARY SEWER
<br />.DROP' MANHOLE
<br />Pinkerton No. A-107 Frome and Cover
<br />with 'Escolon 5onifory5ewer" or
<br />y E.sco/on Storm Sewer " on cover.
<br />Grout /n place. Grade Rings os
<br />1] required.
<br />T/1P/co Y _O -,
<br />(Where no;
<br />1n trovelled way, leave
<br />M.H. cover G' obo.ve
<br />>a-::.:..:.
<br />Vor. .:. `• �:' o nofuro/ ground.
<br />°yv
<br />2' Mtn. o.
<br />o/' \;'•: Precost Reinforced
<br />%3 ;o Concrete Cone
<br />•.\N.
<br />'�:
<br />� > •�� ° '� %-'S�SIo// %?on-NeK Torn!
<br />Q O� ' - ;7a Cor/Pound lrlor•fo � A//Toivfs
<br />A) ..
<br />•'.1'° 1a'. 4' dio..Preco5f
<br />` Reinforced Concrete
<br />° . o Sections ono' Cones
<br />/:, p......... :.. u: ; . conforming to ..... .
<br />N 46' A5TM C-478
<br />Hond finish slopes
<br />0.
<br />Ondlsturbed Earth
<br />Nofe : Use C/ass "8' concrete for oll sections.
<br />WOODBRIbOff SANITARY. DISTRICT
<br />STORM OR SANITARY
<br />MANHOLE'
<br />P LA.N
<br />21"
<br />12 MACHINED 14: "
<br />10" SEATING 3 3/4" -°-�
<br />3/ SURFACES _ 1
<br />II
<br />1 I.8 1/4�•I I T 7/8 �12"---11/2 R
<br />SECTION A -A SECTION B -B
<br />NOTES:
<br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />2, FRAME AND COVER SHALL BE HS20-44 RATED.
<br />3, FRAME SHALL WEIGH APPROX. 45 LBS.
<br />4, COVER SHALL WEIGH APPROX. 25 LBS.
<br />5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />CONFORMING TO A.W.W•A. C203.
<br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER.
<br />LAMP HOLE
<br />FRAME & COVER
<br />CAST IRON LAMPNOLE FRAME & COVER PER STANDARDS
<br />CLASS "B•' CAST IN
<br />PLACE CONCRETE
<br />20,
<br />*., _
<br />•f•. J
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/b" BELOW
<br />FINISHED GRADE
<br />r1 3 EA, -5/8r' DIA.
<br />' •- x s" BOLTS
<br />FINISH D GRADE PAVEM NT
<br />' I
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHALL
<br />BE THE SAME' MATERIAL AS
<br />45' SANITARY SEWER LINE,
<br />SANITARY SEWER LINE
<br />ELEVATION END VIEW
<br />NOTES:
<br />©
<br />6"0 45' ELBOW. "r
<br />JOINTS ARE NOT TO BE ENCASED IN CONCRETE.
<br />3, LAMPHOLE MAYBE USED WHERE APPROVED BY AGENCY.
<br />SANITARY SEWER
<br />L,AMPHOLE
<br />N0.
<br />DATE
<br />— _
<br />"
<br />Tee RHi*
<br />DESIGN DRAWN BY -
<br />APPROVED BY: Henry M. Hirata RCE No. 21258
<br />19_
<br />B A U M B A C H & PIAZZA
<br />DETAIL SHEET
<br />" � I N D W 0 0 D "- S U B D I VIS 10 N
<br />UfV�T ftjQ, 3A
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET O OF O
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOO1, CALIF.
<br />95240 PH:209-36B-66,8
<br />JOB NO.g8B8-3
<br />PROVE
<br />R.C.E. I4GCT8 DATE 'iz-9�
<br />FILE
<br />IL x-10 56
<br />-2S
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC IVORKS
<br />5taoles5 Stec
<br />anchor
<br />to Wall..
<br />•AVL:` 'f0', C:•b�:
<br />SECTION A -A SECTION 8 - B
<br />I. Drop Manhole sholl be used when the difference in elevotions
<br />of the flowlinc of upper fine and the crown of lower fine
<br />exceeds 24" inches.
<br />U -a
<br />WOOD,RRIDGE:SANITARY DISTRICT
<br />SANITARY SEWER
<br />.DROP' MANHOLE
<br />Pinkerton No. A-107 Frome and Cover
<br />with 'Escolon 5onifory5ewer" or
<br />y E.sco/on Storm Sewer " on cover.
<br />Grout /n place. Grade Rings os
<br />1] required.
<br />T/1P/co Y _O -,
<br />(Where no;
<br />1n trovelled way, leave
<br />M.H. cover G' obo.ve
<br />>a-::.:..:.
<br />Vor. .:. `• �:' o nofuro/ ground.
<br />°yv
<br />2' Mtn. o.
<br />o/' \;'•: Precost Reinforced
<br />%3 ;o Concrete Cone
<br />•.\N.
<br />'�:
<br />� > •�� ° '� %-'S�SIo// %?on-NeK Torn!
<br />Q O� ' - ;7a Cor/Pound lrlor•fo � A//Toivfs
<br />A) ..
<br />•'.1'° 1a'. 4' dio..Preco5f
<br />` Reinforced Concrete
<br />° . o Sections ono' Cones
<br />/:, p......... :.. u: ; . conforming to ..... .
<br />N 46' A5TM C-478
<br />Hond finish slopes
<br />0.
<br />Ondlsturbed Earth
<br />Nofe : Use C/ass "8' concrete for oll sections.
<br />WOODBRIbOff SANITARY. DISTRICT
<br />STORM OR SANITARY
<br />MANHOLE'
<br />P LA.N
<br />21"
<br />12 MACHINED 14: "
<br />10" SEATING 3 3/4" -°-�
<br />3/ SURFACES _ 1
<br />II
<br />1 I.8 1/4�•I I T 7/8 �12"---11/2 R
<br />SECTION A -A SECTION B -B
<br />NOTES:
<br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />2, FRAME AND COVER SHALL BE HS20-44 RATED.
<br />3, FRAME SHALL WEIGH APPROX. 45 LBS.
<br />4, COVER SHALL WEIGH APPROX. 25 LBS.
<br />5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />CONFORMING TO A.W.W•A. C203.
<br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER.
<br />LAMP HOLE
<br />FRAME & COVER
<br />CAST IRON LAMPNOLE FRAME & COVER PER STANDARDS
<br />CLASS "B•' CAST IN
<br />PLACE CONCRETE
<br />20,
<br />*., _
<br />•f•. J
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/b" BELOW
<br />FINISHED GRADE
<br />r1 3 EA, -5/8r' DIA.
<br />' •- x s" BOLTS
<br />FINISH D GRADE PAVEM NT
<br />' I
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHALL
<br />BE THE SAME' MATERIAL AS
<br />45' SANITARY SEWER LINE,
<br />SANITARY SEWER LINE
<br />ELEVATION END VIEW
<br />NOTES:
<br />©
<br />6"0 45' ELBOW. "r
<br />JOINTS ARE NOT TO BE ENCASED IN CONCRETE.
<br />3, LAMPHOLE MAYBE USED WHERE APPROVED BY AGENCY.
<br />SANITARY SEWER
<br />L,AMPHOLE
<br />N0.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN DRAWN BY -
<br />APPROVED BY: Henry M. Hirata RCE No. 21258
<br />19_
<br />B A U M B A C H & PIAZZA
<br />DETAIL SHEET
<br />" � I N D W 0 0 D "- S U B D I VIS 10 N
<br />UfV�T ftjQ, 3A
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET O OF O
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOO1, CALIF.
<br />95240 PH:209-36B-66,8
<br />JOB NO.g8B8-3
<br />PROVE
<br />R.C.E. I4GCT8 DATE 'iz-9�
<br />FILE
<br />IL x-10 56
<br />-2S
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC IVORKS
<br />
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