|
0. D.+20" Min. 0. D.+20 Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOT `
<br />I. Relative compaction of materials sholl 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 lin prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4.* 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,i- �f 1461 L_S
<br />/( 450 Max.
<br />.�i::. :.:. 'e•�i.
<br />Lit M'in�
<br />I� TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />Bockfitl with
<br />materials equal to or
<br />FITTINGS
<br />better than
<br />the existing. pavement
<br />FITTINGS
<br />in quality
<br />and thickness.
<br />6" LINE
<br />,-
<br />Existing Pavement
<br />10" LINE
<br />0
<br />0
<br />221/2•
<br />67 - Compact In le max. layi
<br />;;�
<br />60Min.
<br />(� to a min. relative compa
<br />2'-0"
<br />(TYp•)
<br />of 95%#under paveme
<br />:e-0"
<br />_
<br />— shoulders, and 90%— — -
<br />3-0"
<br />- —_—
<br />outside shoulders.Compact
<br />- 6
<br />90•
<br />5- IS
<br />4- 0
<br />TEE OUTLET
<br />1 3- 0
<br />2 -0-
<br />TEE OUTLET
<br />in 24"mcm layeto
<br />-
<br />4 ON
<br />DEAD END
<br />a minimum
<br />Z - O"
<br />DEAD END
<br />relative compactionof
<br />4' -0 -
<br />' -0B"
<br />BINLINE
<br />85 %.Compact
<br />1
<br />12N LINE
<br />in 6" layers
<br />s.
<br />10" 0. D.
<br />10" to a mitAnwm D. 10"
<br />e- 0"
<br />.
<br />i-Fat'I�wxompactianMin.
<br />0. D.+20" Min. 0. D.+20 Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOT `
<br />I. Relative compaction of materials sholl 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 lin prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4.* 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,i- �f 1461 L_S
<br />/( 450 Max.
<br />.�i::. :.:. 'e•�i.
<br />Lit M'in�
<br />I� TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />L, First Hydrants shall be placed with pi s outlet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clew and free of concrete.
<br />3. Residential Fire "a
<br />to ttePrlFYIcaN cUrIU M? EL 15-&Z 6 PRG`tiR
<br />M*4 `qq _ 9vl REuAfJT MLILILLI: h�opEP-+i cE►hNF1otJ"
<br />Or other size as required by the local Fire District.
<br />4041_ .f{T) ikNT5 skwL I Palms oSHc 4mfy jDavw
<br />Pr_ A'S PeQLbrap 011` IJxAf- �:16e PtLT 4T5.
<br />H!�. I2 I nrl�' NYr?KANT IL
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />Variable
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A so 1
<br />1118
<br />6" LINE
<br />1 or
<br />15�
<br />10" LINE
<br />0
<br />va
<br />221/2•
<br />I -6"
<br />I'-6"
<br />221/2•
<br />r 3'-O"
<br />2'-0"
<br />450-
<br />1
<br />:e-0"
<br />450
<br />4'-O"
<br />3-0"
<br />900
<br />3-
<br />- 6
<br />90•
<br />5- IS
<br />4- 0
<br />TEE OUTLET
<br />1 3- 0
<br />2 -0-
<br />TEE OUTLET
<br />4 - 0"
<br />-
<br />4 ON
<br />DEAD END
<br />- 0
<br />Z - O"
<br />DEAD END
<br />47-0-
<br />4' -0 -
<br />' -0B"
<br />BINLINE
<br />J
<br />1
<br />12N LINE
<br />s.
<br />22 1/2*
<br />:e- 0"
<br />e- 0"
<br />221/20
<br />3' - O"
<br />T-00
<br />45•
<br />3-0
<br />2'-6
<br />450
<br />4'-6
<br />4-0
<br />900
<br />4'- Qd
<br />'-6"
<br />C
<br />'-0"
<br />4'-O"
<br />TEE OUTLET
<br />X-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 />L, First Hydrants shall be placed with pi s outlet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clew and free of concrete.
<br />3. Residential Fire "a
<br />to ttePrlFYIcaN cUrIU M? EL 15-&Z 6 PRG`tiR
<br />M*4 `qq _ 9vl REuAfJT MLILILLI: h�opEP-+i cE►hNF1otJ"
<br />Or other size as required by the local Fire District.
<br />4041_ .f{T) ikNT5 skwL I Palms oSHc 4mfy jDavw
<br />Pr_ A'S PeQLbrap 011` IJxAf- �:16e PtLT 4T5.
<br />H!�. I2 I nrl�' NYr?KANT IL
<br />I
<br />■
<br />Variable
<br />I
<br />r
<br />Mimi
<br />O
<br />AtK
<br />L0
<br />tea,"
<br />��uettllseseYw/
<br />1 or
<br />15�
<br />Qi
<br />0
<br />va
<br />Valve Box, Frame and Lid
<br />O
<br />i
<br />ami
<br />;
<br />m
<br />Scc tJe}aii this 5hce}'
<br />>
<br />r
<br />i!
<br />IL
<br />L
<br />Break -off
<br />F
<br />1.
<br />W
<br />YI
<br />a
<br />2" above ground line
<br />Jew
<br />Z
<br />u
<br />0
<br />iWON
<br />V)
<br />i
<br />!I
<br />' I
<br />'a
<br />V
<br />Water Morin
<br />Concrete Anchor Block
<br />10"i--
<br />J
<br />6",d Pipe
<br />a
<br />s.
<br />.
<br />Flanged by Ring-Tife Adaptor
<br />•
<br />•
<br />Cane. Thrust Block
<br />le this
<br />.(As Required)
<br />Flwiged by
<br />Conc. rpT�hrhr�ust Block
<br />ede p-fai 15 �hi5
<br />1'�
<br />xC pe of
<br />6" Flanged or
<br />C
<br />%aet.
<br />Rng-Tito Gate Valve.
<br />.CA
<br />ON
<br />Tifco Na 11Tee or Equal.
<br />.>
<br />L, First Hydrants shall be placed with pi s outlet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clew and free of concrete.
<br />3. Residential Fire "a
<br />to ttePrlFYIcaN cUrIU M? EL 15-&Z 6 PRG`tiR
<br />M*4 `qq _ 9vl REuAfJT MLILILLI: h�opEP-+i cE►hNF1otJ"
<br />Or other size as required by the local Fire District.
<br />4041_ .f{T) ikNT5 skwL I Palms oSHc 4mfy jDavw
<br />Pr_ A'S PeQLbrap 011` IJxAf- �:16e PtLT 4T5.
<br />H!�. I2 I nrl�' NYr?KANT IL
<br />Expansion Joint (Typ.)
<br />NOTES:
<br />1) Frame 9 Grate shall conform
<br />A to improvement Standard No. C-6
<br />2) Two feet minium 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 R.C.P.
<br />or Class Ili A.C.P.
<br />Cast Iron Lid
<br />attle-proof, machined
<br />WNeN LOOA•((I:p IN seating surface
<br />?AMP 15
<br />14 s"
<br />Asphalt Concrete III," Typ•
<br />F -; .--Finished Grade
<br />' '�- WIZEN L06P r P IN
<br />PIP1' 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 G5, 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 Burr supplied or Pipe of correct
<br />size can be used.
<br />VALVE �70X CI E-rAI L
<br />- 7Z GOl•IU.IIr
<br />o' �v� ELS fKlc� t� °L
<br />�i � �,✓�VIcE r
<br />bOL
<br />Ell
<br />0 a,
<br />dE:
<br />9�
<br />21� t -ole
<br />- Future
<br />efer Box Meter
<br />An le .....,
<br />Slop —_
<br />0 1 Connection G-N�157'l Ii;
<br />„n � .Adaptor I,�
<br />L 1IiaT( PAF
<br />✓x 36" Rebar with W/BIZS LJt7
<br />Adaptor
<br />A 2 hose clamps 12" oparl
<br />Adaptor
<br />' St orlon ... '...
<br />service "
<br />Clamp (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 m pressure rating of 160 psi.
<br />2 Pladic pipe for 2e 1. D. service shall be PB 2110 Polybutylene or approved
<br />equal with minimum. • pressure rating of 150 psi.
<br />3: Corporation stop shop have corporation cock threads.
<br />4. Angle stop shall have swivel nut and lock wings.
<br />5. Angle stop shall be vertically plumbed.
<br />6. Sin of service line shall .be as required by the County.
<br />7. Mueller Insta-lite connection shall conform to ASTM Designation D 2239,
<br />NTs. 14- I I IATA r-1 fW L
<br />I
<br />■
<br />Is
<br />r
<br />Mimi
<br />O
<br />C
<br />L0
<br />tea,"
<br />��uettllseseYw/
<br />n�nssmsss�ssue
<br />.
<br />Qi
<br />0
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<br />Z
<br />i
<br />ami
<br />;
<br />m
<br />Il11111111�/�
<br />>
<br />r
<br />i!
<br />Expansion Joint (Typ.)
<br />NOTES:
<br />1) Frame 9 Grate shall conform
<br />A to improvement Standard No. C-6
<br />2) Two feet minium 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 R.C.P.
<br />or Class Ili A.C.P.
<br />Cast Iron Lid
<br />attle-proof, machined
<br />WNeN LOOA•((I:p IN seating surface
<br />?AMP 15
<br />14 s"
<br />Asphalt Concrete III," Typ•
<br />F -; .--Finished Grade
<br />' '�- WIZEN L06P r P IN
<br />PIP1' 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 G5, 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 Burr supplied or Pipe of correct
<br />size can be used.
<br />VALVE �70X CI E-rAI L
<br />- 7Z GOl•IU.IIr
<br />o' �v� ELS fKlc� t� °L
<br />�i � �,✓�VIcE r
<br />bOL
<br />Ell
<br />0 a,
<br />dE:
<br />9�
<br />21� t -ole
<br />- Future
<br />efer Box Meter
<br />An le .....,
<br />Slop —_
<br />0 1 Connection G-N�157'l Ii;
<br />„n � .Adaptor I,�
<br />L 1IiaT( PAF
<br />✓x 36" Rebar with W/BIZS LJt7
<br />Adaptor
<br />A 2 hose clamps 12" oparl
<br />Adaptor
<br />' St orlon ... '...
<br />service "
<br />Clamp (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 m pressure rating of 160 psi.
<br />2 Pladic pipe for 2e 1. D. service shall be PB 2110 Polybutylene or approved
<br />equal with minimum. • pressure rating of 150 psi.
<br />3: Corporation stop shop have corporation cock threads.
<br />4. Angle stop shall have swivel nut and lock wings.
<br />5. Angle stop shall be vertically plumbed.
<br />6. Sin of service line shall .be as required by the County.
<br />7. Mueller Insta-lite connection shall conform to ASTM Designation D 2239,
<br />NTs. 14- I I IATA r-1 fW L
<br />1 e-0'
<br />Frame a Grate >: '
<br />PLAN
<br />otJnllrr
<br />...S� PVT
<br />—"Coptier iiE�°`tU
<br />irxlP1► sfzL)�ITr E a S
<br />Bolt
<br />24 P1pe ' �< '11
<br />,1
<br />24" I.
<br />• � N }': - � i ! ,' - t J I alt('
<br />r bi lt�Sta�E a�Ee
<br />t
<br />:......''•' N - SECTION B -B i
<br />• • .
<br />i {
<br />'S
<br />Z+I LP I G II r i ��� al•ILT li { tt 'I; I{iii!
<br />C,., -r Wou
<br />0mr, Gr fbv MgF& -r
<br />STANLEY INDUST.
<br />DlyTy _5W/1V6 6ATE
<br />oRER.oTORS MODEL
<br />AIC, 490 - III OR
<br />APPRO✓EQ MODEL
<br />MARXEE ENTRAG'/
<br />TELEPNGWE ENTRY
<br />..CONTROL VAI /T
<br />MODEL NO. PM 4140
<br />OR APPRO✓EO EQUAL
<br />• l L+d•C+F 1 I---F�.V� f f. 1 I 1 1'11
<br />i GDhIGKE'j� l a .: jjj({ ( I'i7i I i� I
<br />• , n ' ! __ l _ - h itfi
<br />SECTION A -A 4
<br />TN UST �� Ids N,T,s. Cv I� IN INLET C�ETQ,IL NTS. �HTW6E ISLAHPP�T�IL- :�SIi:II,d e �EGUPIY
<br />—.--{ 7ya. Ter+s',on,Nre r-r7r Il) 1$XI(i
<br />,!6'an.uace �II� s(-----------,� -�� �h I� ,��. 2�� ,, RECORD DRA V
<br />,r ectionS y—_ __—
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<br />7_q,;, .Tension Wire Wwt
<br />-
<br />-- _
<br />CtIR . §
<br />12
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<br />t inferwk Lracrd>nd /ru:sd p"s / H ' I i �1 i+il'.II� CII.I/jI�'•nX. 1t_ �T
<br />in loo/h d:.ee/ions. /1<I./ All .lb, �y p � 01 e Yom"" SY rte`
<br />li 1QI
<br />1 ,s•,l
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<br />MiaJll Rr✓ Metal. G,aTE j ��s. �h utlf, Irl $"xIZ( Abrlc. —'--I• a dem
<br />4dOG. I b y 1
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<br />p ylJ "
<br />W01IT VIEW
<br />tt0G.Mr PF440 rIrE
<br />for" 4p, 01 -40V
<br />e" g $°ell CA., Al
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<br />PLAN
<br />otJnllrr
<br />...S� PVT
<br />—"Coptier iiE�°`tU
<br />irxlP1► sfzL)�ITr E a S
<br />Bolt
<br />24 P1pe ' �< '11
<br />,1
<br />24" I.
<br />• � N }': - � i ! ,' - t J I alt('
<br />r bi lt�Sta�E a�Ee
<br />t
<br />:......''•' N - SECTION B -B i
<br />• • .
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<br />'S
<br />Z+I LP I G II r i ��� al•ILT li { tt 'I; I{iii!
<br />C,., -r Wou
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<br />STANLEY INDUST.
<br />DlyTy _5W/1V6 6ATE
<br />oRER.oTORS MODEL
<br />AIC, 490 - III OR
<br />APPRO✓EQ MODEL
<br />MARXEE ENTRAG'/
<br />TELEPNGWE ENTRY
<br />..CONTROL VAI /T
<br />MODEL NO. PM 4140
<br />OR APPRO✓EO EQUAL
<br />• l L+d•C+F 1 I---F�.V� f f. 1 I 1 1'11
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<br />• , n ' ! __ l _ - h itfi
<br />SECTION A -A 4
<br />TN UST �� Ids N,T,s. Cv I� IN INLET C�ETQ,IL NTS. �HTW6E ISLAHPP�T�IL- :�SIi:II,d e �EGUPIY
<br />—.--{ 7ya. Ter+s',on,Nre r-r7r Il) 1$XI(i
<br />,!6'an.uace �II� s(-----------,� -�� �h I� ,��. 2�� ,, RECORD DRA V
<br />,r ectionS y—_ __—
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<br />c. M_ �' i�I'aIFJ I - 'o 4�r,. t�.N• �IGy1f .5 t3 <Ili 6011✓ ,
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<br />7_q,;, .Tension Wire Wwt
<br />-
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<br />CtIR . §
<br />12
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