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Backfill with
<br />materials equal to or
<br />better than
<br />the existing. pavement
<br />in quality
<br />and thickness.
<br />•-
<br />Existing Pavement
<br />-
<br />0
<br />-
<br />67 - Compact In le max. la ri
<br />;;�
<br />60Min. <
<br />to a min. relative compa
<br />(rya)
<br />of 95x#under pavemne
<br />_
<br />— shoulders, and 90%outside
<br />shoulders.Compact
<br />in 24"max.layeto
<br />a minimum
<br />relative compactionof
<br />85 %.Compact
<br />in 6" layers
<br />10" 0. D.
<br />10' to a mitnilmwnnD. to"
<br />.
<br />irelat ompactianMin.
<br />0. D.+20" Min. O. D.+20 Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOT
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2 All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4.'1t When shown by soil composition and compoctibility, ninety percent (90%)
<br />.compaction may be used, when approved by the Director of Public Works.
<br />P,4'K rI I,L I�f 1461 LS
<br />/( 450 Max.
<br />!: -:.-•
<br />♦4! L. -P� LI, Min.
<br />TYPICAL SECTION THRU
<br />CASTIRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST BLOCK DIMENSIONS
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A
<br />KBU
<br />6" LINE
<br />10" LINE
<br />22 1/2-
<br />I - 6"
<br />I'- 6"
<br />22 1/2-
<br />r 3'- ON
<br />2'- 0"
<br />450
<br />-
<br />2'-0'
<br />450
<br />4'-0"
<br />3-0"
<br />90'
<br />3-
<br />-6
<br />90•
<br />5-6
<br />4-0
<br />TEE OUTLET
<br />3'-0-
<br />2 - Or
<br />TEE OUTLET
<br />4 - 0"
<br />4 -
<br />DEAD END
<br />- 0
<br />-0"
<br />DEAD END
<br />4 - 0
<br />4' - 0
<br />8" LINE
<br />120 LINE
<br />22 1/ -
<br />e- 0"
<br />e- on
<br />22 1/2-
<br />3' - 0"
<br />T- 0"
<br />45•
<br />3-0
<br />2'-6
<br />450
<br />4'-6
<br />4-0
<br />9 '
<br />4'-
<br />'-6"
<br />-O"
<br />4'-D"
<br />TEE OUTLET
<br />3 - 6
<br />3 - 0
<br />TEE OUTLET
<br />5 - 6
<br />4' - 0
<br />DEAD END
<br />3- 6
<br />3- 0
<br />DEAD END
<br />5- 6
<br />4- 0
<br />Variable
<br />I
<br />AtK
<br />1 or
<br />13�
<br />Valve Box, Frame and Lid
<br />Sce tJe}aii this Shut
<br />Break- 01f
<br />2" aboveJp(1{T
<br />18lock
<br />Water Morin
<br />Concrete Anchor6*0
<br />Pipe
<br />'.Flanged
<br />by R'anq-Tice Adaptor
<br />Cane. Thrust Block
<br />le this
<br />.(As Required)
<br />Flwiged by
<br />Cori. rpT�hrhr�ust Block
<br />e�yde 15 �hi5
<br />1•�
<br />xC pe of
<br />6" longed or
<br />yp-fai
<br />%aet'.
<br />Ring -Tito Gate Valve.
<br />awl
<br />Tifco No. 11 Tee or Equal.
<br />L, FireHydrantsshall be placed with pi s outlet faring
<br />directly towards the street.
<br />2 Fire Hydrants shall be clews and free of concrete.
<br />3. Residential Fire "a to t1ePrIFYIcaN UrIU M? EL 6 0217 �RG�t.GR
<br />M,6lF•`gq _ 9vl REuAfJT MLILILLI: c h�opEP-+i cE►hNF1otJ"
<br />Or other size as required by the local Fire District.
<br />tau . f{T) Ai �T 5 skw L I osHc s4mfy `r61 Lvw
<br />Pr_ A'S PeaLbrap 01f I_Ar-% - �4re Pti•T 4T5.
<br />H�. 12 I nrl�' NYr KANT AIL
<br />I
<br />■
<br />�
<br />Mimi
<br />tea,"
<br />��ue
<br />��
<br />n�nssmsss�
<br />ssueI
<br />pm 1=__
<br />xpansion Joint (Typ. )
<br />1 NOTES:
<br />1) Frame a Grate shall conform
<br />A to knprovemeni Standard No. C-6
<br />J2) Two feet minimum below finished grade
<br />in new development. In existing streets,
<br />may be less than 2' with the
<br />approval of the Engineer.
<br />3) 24" pipe barrel shall be Class III RC.P.
<br />or Class IT A.C.P.
<br />Cast Iron Lid
<br />Ottle- proof, machined
<br />WNeN LOOA•(�D IN seating surface
<br />?AMP At�1=A5
<br />N „ 6"
<br />Asphalt Concrete 1„ Typ•
<br />F 11• .--Finished Grade
<br />ie
<br />' � WllI N L06P reD IN
<br />1%I R'( AREAS -
<br />Concrete Base to be
<br />Extensions wound Valve Box.
<br />Concrete Base not
<br />necessary when Valve
<br />Box is located in back
<br />m m of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid stall be Christy Na G 5, Brooks No.1 RT or 4-TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shag be as manufactured for the Valve Bon supplied or Pipe of correct
<br />size can be used.
<br />VALVE �oX PET�.I L
<br />- Ir-
<br />7Z GG+IGiIIr —
<br />Li ' rv� ELF fFlcrl tJ °L
<br />�i � �,✓�VIcE r
<br />b a
<br />21� t-oN
<br />- Future
<br />ter Box Meler
<br />,. 0..
<br />—il AnkR
<br />FfRebar
<br />Slop0 Caseation„n .AdaptorLFnLIT'r � with W� BIZS LJ�
<br />connection
<br />Adaptor rt 2 hose clomps 12" *pa
<br />' St orlon ... '...
<br />service "
<br />Clomp (I or larger
<br />Double strap)
<br />NOTES,
<br />L Plastic pipe up to 130I. D. service shall be ultra high molecular weight (UHMW )
<br />Polyethylene as manufactured by "Driscopipe , "Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi.
<br />2 Plastic pipe for 2" I.D. service shall be PB 2110 Polybutylene or approved
<br />equal with minlim tm. • pressure rating of IPO psi.
<br />3: Corporation stop shop Iwve corporation cock threads.
<br />4. Angle stop sholl hose swivel nut and lock wings.
<br />5. Angle stop shall be treHically plumbed.
<br />6. SW of service line shall .be as required by the County.
<br />7. Mueller Insta-cite connection shall conform to ASTM Designation D 2239,
<br />NTs. 14- I I IATW r-1 f sW L
<br />i
<br />_sAve We....
<br />.
<br />i Ij
<br />� I
<br />2'-0. s"�{3" I i
<br />li
<br />Frame a Grate .. "
<br />MIL
<br />PLAN ?_:; ll ;
<br />,: 6 s
<br />24" I.
<br />G011 .i
<br />r.ii le:• " .. 1
<br />"! eat — (d�Icr 't- h'F-�rU ,;... iP.ely�rrlcN 1PE 56a1�1?`f E
<br />•� �ru '• 11 t .' it;
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<br />SECTION B-B II jyi ij1 F
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<br />STANLEy /NDUST.
<br />DlyTy _5W/1V6 6ATE
<br />oRER.oTORS MODEL
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<br />APPRO✓EQ MODEL
<br />MARXEE ENTRAG'/
<br />TELEPNGWE ENTRY
<br />..CONTROL UNIT
<br />MODEL NO. PM •!L
<br />OR 4^4R0YE,0 E4UAL
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<br />SECTION A -A .. i •. ....• • . .. 1 [r;�
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<br />DATE 1�
<br />DRAWN BY:
<br />J�rp
<br />CHECKED BY
<br />M•Q.
<br />JOB NO.
<br />SHEET
<br />9
<br />OF 419 SHEETS /
<br />
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