|
-Expansion •laid (Typ• )
<br />NOTES:
<br />1) Frame & Grote shelf contra,
<br />A 10 FRAME cad GRATE DETAIL
<br />2) Two feet minimum below finished c)rad¢
<br />In now development. In existing streete,
<br />2 feat or tees with approval of Engineer.
<br />\ 3. 24"pye fxlrref ska(I )use. acAssIT RCP
<br />1 ew ctAss at A,cP.
<br />11j3� i I
<br />I
<br />SECTION A -A ACTION 8-8
<br />s -*t-
<br />PLAN
<br />d
<br />z
<br />w
<br />w
<br />2
<br />kn
<br />J
<br />V)
<br />ZIP
<br />STANDARD STORM
<br />DRAIN INLET
<br />%CTI0N A -A
<br />l�orE
<br />t. fax x�,a(( IX 'Y Sne •tJ 7.'»mG
<br />- w,Th 18"x %" Iwaf res ed C ha l'n -
<br />:J
<br />Gass *Ir_j f SECTION A -A
<br />Canada A
<br />LETTERING - SEWER —
<br />PINKERTON A-624
<br />Cat Iran Frame And Cover
<br />Groove Filled With Mortar Before
<br />InMGllkq Cad Ira Franc And Cover
<br />Precast Reinforced Concrete Grade
<br />Adjustment Rings 2",3.4.9 6' High
<br />Prowd Reinforced Concrete To
<br />pend
<br />Section To Be In Aeoordamn. With Approved
<br />Mmulactursi Wmsnlons
<br />AN Joints Mortared .And Banded With
<br />Mortr On Both Interior And Exterior
<br />Surfaces
<br />Precast Reinforced Concrete Manhole Pipes,
<br />ASTM Dssig. C-478 Clan I, As R"*W To
<br />Obldn Proper Elevation 1, 2. 3, & 4, Sections.
<br />4• Minimum 0
<br />SERVICE LA
<br />More .0
<br />90 0 TEE Is
<br />AA1 AccEpTA3LC
<br />/4L -re Knl,x TE .
<br />PLAN
<br />Existing Pavamis
<br />. 0r Ground X x 8" Bolts
<br />6' Cr B' L D. Pipe, of .,
<br />g' Pared -In -j,
<br />FROM Coxaete
<br />Mackli (Cum
<br />484 COWIN)
<br />Iron Frans ad Cower
<br />to DETAIL
<br />t�—
<br />POW -40t
<br />. m zs IIIA.-rmous
<br />I
<br />Ir"
<br />FRAME 81 COVER
<br />(SANITARY SEWER LAMPHOLE)
<br />Chrisfy F-8
<br />,.
<br />Curb Valve Box
<br />Back of wank
<br />A �aG
<br />6,-
<br />dIIOVe 9rsdG
<br />i�
<br />i�
<br />Amyls
<br />-Expansion •laid (Typ• )
<br />NOTES:
<br />1) Frame & Grote shelf contra,
<br />A 10 FRAME cad GRATE DETAIL
<br />2) Two feet minimum below finished c)rad¢
<br />In now development. In existing streete,
<br />2 feat or tees with approval of Engineer.
<br />\ 3. 24"pye fxlrref ska(I )use. acAssIT RCP
<br />1 ew ctAss at A,cP.
<br />11j3� i I
<br />I
<br />SECTION A -A ACTION 8-8
<br />s -*t-
<br />PLAN
<br />d
<br />z
<br />w
<br />w
<br />2
<br />kn
<br />J
<br />V)
<br />ZIP
<br />STANDARD STORM
<br />DRAIN INLET
<br />%CTI0N A -A
<br />l�orE
<br />t. fax x�,a(( IX 'Y Sne •tJ 7.'»mG
<br />- w,Th 18"x %" Iwaf res ed C ha l'n -
<br />:J
<br />Gass *Ir_j f SECTION A -A
<br />Canada A
<br />LETTERING - SEWER —
<br />PINKERTON A-624
<br />Cat Iran Frame And Cover
<br />Groove Filled With Mortar Before
<br />InMGllkq Cad Ira Franc And Cover
<br />Precast Reinforced Concrete Grade
<br />Adjustment Rings 2",3.4.9 6' High
<br />Prowd Reinforced Concrete To
<br />pend
<br />Section To Be In Aeoordamn. With Approved
<br />Mmulactursi Wmsnlons
<br />AN Joints Mortared .And Banded With
<br />Mortr On Both Interior And Exterior
<br />Surfaces
<br />Precast Reinforced Concrete Manhole Pipes,
<br />ASTM Dssig. C-478 Clan I, As R"*W To
<br />Obldn Proper Elevation 1, 2. 3, & 4, Sections.
<br />4• Minimum 0
<br />SERVICE LA
<br />More .0
<br />90 0 TEE Is
<br />AA1 AccEpTA3LC
<br />/4L -re Knl,x TE .
<br />PLAN
<br />Existing Pavamis
<br />. 0r Ground X x 8" Bolts
<br />6' Cr B' L D. Pipe, of .,
<br />g' Pared -In -j,
<br />FROM Coxaete
<br />Mackli (Cum
<br />484 COWIN)
<br />Iron Frans ad Cower
<br />to DETAIL
<br />t�—
<br />POW -40t
<br />. m zs IIIA.-rmous
<br />I
<br />Ir"
<br />FRAME 81 COVER
<br />(SANITARY SEWER LAMPHOLE)
<br />Chrisfy F-8
<br />,.
<br />Curb Valve Box
<br />I
<br />SECTION A -A ACTION 8-8
<br />s -*t-
<br />PLAN
<br />d
<br />z
<br />w
<br />w
<br />2
<br />kn
<br />J
<br />V)
<br />ZIP
<br />STANDARD STORM
<br />DRAIN INLET
<br />%CTI0N A -A
<br />l�orE
<br />t. fax x�,a(( IX 'Y Sne •tJ 7.'»mG
<br />- w,Th 18"x %" Iwaf res ed C ha l'n -
<br />:J
<br />Gass *Ir_j f SECTION A -A
<br />Canada A
<br />LETTERING - SEWER —
<br />PINKERTON A-624
<br />Cat Iran Frame And Cover
<br />Groove Filled With Mortar Before
<br />InMGllkq Cad Ira Franc And Cover
<br />Precast Reinforced Concrete Grade
<br />Adjustment Rings 2",3.4.9 6' High
<br />Prowd Reinforced Concrete To
<br />pend
<br />Section To Be In Aeoordamn. With Approved
<br />Mmulactursi Wmsnlons
<br />AN Joints Mortared .And Banded With
<br />Mortr On Both Interior And Exterior
<br />Surfaces
<br />Precast Reinforced Concrete Manhole Pipes,
<br />ASTM Dssig. C-478 Clan I, As R"*W To
<br />Obldn Proper Elevation 1, 2. 3, & 4, Sections.
<br />4• Minimum 0
<br />SERVICE LA
<br />More .0
<br />90 0 TEE Is
<br />AA1 AccEpTA3LC
<br />/4L -re Knl,x TE .
<br />PLAN
<br />Existing Pavamis
<br />. 0r Ground X x 8" Bolts
<br />6' Cr B' L D. Pipe, of .,
<br />g' Pared -In -j,
<br />FROM Coxaete
<br />Mackli (Cum
<br />484 COWIN)
<br />Iron Frans ad Cower
<br />to DETAIL
<br />t�—
<br />POW -40t
<br />. m zs IIIA.-rmous
<br />I
<br />Ir"
<br />FRAME 81 COVER
<br />(SANITARY SEWER LAMPHOLE)
<br />Cast Iran Lid
<br />FOR NEW STREETS
<br />3 AC p«ed at time
<br />of street Construction
<br />w s.
<br />Grade
<br />�� '• :: is
<br />Concrete Base to be
<br />Eatamsiana around Valve Ba.
<br />Concrete Base not
<br />necessary when Valve
<br />Ba is located in beck
<br />m m of sidawok.
<br />". -CE
<br />1. Von box and Ud thad be Clrhty Na 8 S, Brooks Na 1 R T or 4 -TT, or equal.
<br />Z. AN Uds and Grads Rings shall have machined seating surf«es.
<br />3. Extensions shad be as maafachired for the Vdre Boa supplied or A.C. Pipe of correct
<br />size can be used. See Note G.
<br />4. If Valve Bes placed after roadway is pond, co eruct Concrete taw Is finish grade.
<br />S. Steal Sleeve Eitwsirs with a steel kgs (min, of 3) welded to a steel Wave and
<br />wnbedded in concrete may be as an alternate. it used in streets, the tap S• sholl
<br />be as stone abew.
<br />6. Gate Valve shall conform toAWWA C-500 with non -rising stem rated for
<br />200psi working pressure.
<br />Variable ` �P
<br />t
<br />3
<br />Ganrird Go(o✓ use requ,rrd I ¢
<br />61 F,rc A.s+✓,ort• r i
<br />Uolve Box, Amor and Lid
<br />�RaM to VALVE BOX DETAIL =
<br />� c �
<br />SIo[WALA
<br />Wafer M
<br />•�
<br />.-
<br />6">r ILC. Pipe • .
<br />776t��
<br />by Ring-Tite Adaptor • ' r:
<br />Cane Thrust Blockquired) Cane. Thrust Black-/
<br />I'�
<br />(Detail sheet6)ged r Flaged by Refer to Throat
<br />ts Gate Yate. Block Detail Sheet 6
<br />Na II Tw or Equal.
<br />NOTES,
<br />L Fire lade shall be placed wiM'�4;i outlet facing
<br />directly tawra the sleet.
<br />2. Fin Hydrarlte shall be Clem and free of wncrete.
<br />3iHylar to b AmericanDorlmgB262B(2-21/2"
<br />a&i-74o Fla �outlets ) or approved equd.
<br />'* n. o o. .m.. . e.,.dmd h. H,. meed rim nmatrier
<br />G- 268. S
<br />Break -OM Bait.
<br />�. A.o
<br />Chrisfy F-8
<br />,.
<br />Curb Valve Box
<br />Back of wank
<br />A �aG
<br />6,-
<br />dIIOVe 9rsdG
<br />Amyls
<br />..: , Stop
<br />/20 Miw. Cover.
<br />GnntefiM
<br />s:(F
<br />k D/s 13m¢o,.•z� a m4dapter
<br />'f Ja+aa� 5979 S.00IE U
<br />"%x f8m Rebar wilt(
<br />.P
<br />C
<br />2 hose G(amps /Z~
<br />apart.
<br />Connection d
<br />r adaptor y
<br />d Corporation stop
<br />IService Cia.rnp
<br />/f" ar Lar9lr�
<br />91FJo,+e4"`3402 •.+/J2t3065-SL...rts Iltxt
<br />.(
<br />JCv.las, cJ 19Z2W G„es5nva,P
<br />wA QZSo6 S�_i.waas �
<br />LCCK (,uiNG Fort t"r-D
<br />PLASTIC P,pF-
<br />L Plod* pipe for 10 L D. so via shoe be antro high molecular
<br />weight (UHMW )
<br />poly- y*ne as ma ufacl red by "Driseopips ", "Orangeburg" or approved egad
<br />WiM minimum prom" rating of 160 pal.
<br />* Plank pipe for 2. 1.0. service dale be PO 2110 Poybutylane or approved
<br />equal with minivan pressure rating of 160 pd.
<br />* Corporation atop shall have corporation Cock Meads.
<br />* Aug* Ball tan e -IL red and lock Wings.
<br />Cast Iran Lid
<br />FOR NEW STREETS
<br />3 AC p«ed at time
<br />of street Construction
<br />w s.
<br />Grade
<br />�� '• :: is
<br />Concrete Base to be
<br />Eatamsiana around Valve Ba.
<br />Concrete Base not
<br />necessary when Valve
<br />Ba is located in beck
<br />m m of sidawok.
<br />". -CE
<br />1. Von box and Ud thad be Clrhty Na 8 S, Brooks Na 1 R T or 4 -TT, or equal.
<br />Z. AN Uds and Grads Rings shall have machined seating surf«es.
<br />3. Extensions shad be as maafachired for the Vdre Boa supplied or A.C. Pipe of correct
<br />size can be used. See Note G.
<br />4. If Valve Bes placed after roadway is pond, co eruct Concrete taw Is finish grade.
<br />S. Steal Sleeve Eitwsirs with a steel kgs (min, of 3) welded to a steel Wave and
<br />wnbedded in concrete may be as an alternate. it used in streets, the tap S• sholl
<br />be as stone abew.
<br />6. Gate Valve shall conform toAWWA C-500 with non -rising stem rated for
<br />200psi working pressure.
<br />Variable ` �P
<br />t
<br />3
<br />Ganrird Go(o✓ use requ,rrd I ¢
<br />61 F,rc A.s+✓,ort• r i
<br />Uolve Box, Amor and Lid
<br />�RaM to VALVE BOX DETAIL =
<br />� c �
<br />SIo[WALA
<br />Wafer M
<br />•�
<br />.-
<br />6">r ILC. Pipe • .
<br />776t��
<br />by Ring-Tite Adaptor • ' r:
<br />Cane Thrust Blockquired) Cane. Thrust Black-/
<br />I'�
<br />(Detail sheet6)ged r Flaged by Refer to Throat
<br />ts Gate Yate. Block Detail Sheet 6
<br />Na II Tw or Equal.
<br />NOTES,
<br />L Fire lade shall be placed wiM'�4;i outlet facing
<br />directly tawra the sleet.
<br />2. Fin Hydrarlte shall be Clem and free of wncrete.
<br />3iHylar to b AmericanDorlmgB262B(2-21/2"
<br />a&i-74o Fla �outlets ) or approved equd.
<br />'* n. o o. .m.. . e.,.dmd h. H,. meed rim nmatrier
<br />G- 268. S
<br />Break -OM Bait.
<br />�. A.o
<br />
|