|
r t• _�
<br />1
<br />Class `B" -.J
<br />Cor•fatt*
<br />A
<br />$E ION AnA
<br />A
<br />rYPI(W 0#1711/3Y
<br />IQW69 /W////GCE
<br />TYMCAI_
<br />A
<br />1 DIA: I2MOi.IEs As
<br />INDICATED
<br />SECTION A -A
<br />Fl3AME f l'G!/Ff3
<br />MAfV/�Gl E
<br />f /NKEFiTO l A 6 2fc iM EQU,gL
<br />Vociabis
<br />? Broom Finish-� Weakened
<br />Piano Joint '--N-1
<br />—�..1 l• $i92so " i/—J• ser 1'
<br />Wal
<br />Top of pavement prods
<br />Prewal reinforced concrete
<br />wade alludmed rings
<br />2". 30, 4" B 60 high.
<br />Pr*oW reinforced
<br />concrete core. *�
<br />All )ouM mortared and �r
<br />banded with morin on
<br />both Weiar and extrlor
<br />surfocee
<br />Pncosi reinforced manhole
<br />OPO, ASTM. Desig. C-478 a' -
<br />Cues )Q, as required to
<br />5"
<br />Moa Frowe ant Owes,
<br />b loyrawwrd Usmdw•d Na 0-4
<br />6"
<br />obtain proper elevation Lowed"
<br />I. 2. 3' B 4' sections. IL
<br />1 ® �
<br />4 4.4 `Nese • B" Canvas —�
<br />TYf'1641 ;MAIV
<br />;4fweA MAN/SGC E
<br />,
<br />2'-0"
<br />Exparrsion Joint (Typ.)
<br />NOTES:
<br />1) f eme*A Warta Milt
<br />i.L A i0 bmpr*vomnt fid.ilio
<br />1 2) Two feet minimum below flrvkalnd9- .42
<br />M new development. In existing dye•
<br />a le
<br />2 fast es with aWaval of Er*am
<br />Varbb)eOr
<br />---}-1'
<br />1 3
<br />Well Box, From and LW
<br />Ibter to ImWevement Standard No, F-6
<br />Break -off eaoirt
<br />Concroo
<br />Anchor Bock f_
<br />. f0•
<br />6"Y A.C. Pipe
<br />■
<br />`FAA R by Rkuq-TNe Adaptor ' 1 ,n
<br />C:sx ihust BiDek ' \ (As Required) Cane. TMket Bbd
<br />\6" F or Fla b Refer to inpovelmrk
<br />Ring -Tits Gole Valve. 9h*dard Ns. F-3.
<br />�Tifco Na 11 Tee or Equal.
<br />1. Fire li)orards stw11 be placed Will outtet facing
<br />directly towards the sheat. 1 t0" 0. D. 10" to o minimum
<br />2. Fire Hydrants shall be clean and free of concrete. ;� relative compaction 0. D.
<br />O. D.t 20" M= al 90 %. Q 0 i 20` lent.
<br />3. Retidr+tioi Fee Hydrant to be '16ch 950" (2-2="
<br />B 1-4* outiats) a oWand peel.
<br />or aha sae of regdwd by the local Fin District. UNDER PAVEMENT
<br />OU IE SFIOIIL�R
<br />AND SHOULDER
<br />11AE //Yl7l 111Vir
<br />1. Relative cocrvadion of m(Owkds shall be tested by 1M Stab of California
<br />Dept. of Public Works, Division of Highway. tad method No. CdR*rMa 216`j('• l97t
<br />2. AU existing paver l shah be needy at to line prior to livid excawNon•
<br />3 No iWing a ponding shcU be Permitted within Re
<br />w•'�++ o wncrete
<br />ST�NnA�n SI•G/3M
<br />12AIf/QV/ //v/ fr
<br />F/tiff EFiTO// A ' 00 P OFi ECS t114
<br />Bent
<br />45•(T)BwW
<br />Pipe
<br />l=wy Sever
<br />TYPICAL •Y• JOINT
<br />SERVICE rrtnu
<br />Cwt Iran Frons and (over
<br />Meer b WW*v*msnt Standard
<br />No. f•4
<br />PIAN
<br />Existing Pavel 2tA Bal2=01
<br />Or Gfwnd i x 6" is
<br />eerr 6• I.D. pipe b �.: ,
<br />it cr�
<br />Pawed
<br />p ciai&aala
<br />t Bleats (Class
<br />—' -f---` EZ�2E or
<br />,
<br />_m
<br />,rC
<br />Barium Of Trench
<br />TYPICAL LAItIPMOLE INSTALLATION
<br />rYP1e4Z SAN144AY
<br />sEw�r� �Er�i/s
<br />Score Line
<br />ITyD;
<br />NX
<br />all
<br />PLA
<br />.f_. 1--:_d
<br />SrAd C.vhton -
<br />Aihr Fuii torrryxtion
<br />SID"
<br />Sr 1 ie t1■rdl
<br />F.
<br />with
<br />toleronce
<br />.r". -
<br />"radius -
<br />LIP DETAIL
<br />I• curb
<br />SECTION A -A
<br />:w.
<br />r-
<br />i
<br />Cast Iran Fran* And Cover
<br />Rider b knW*verrmd Standard No. D-4
<br />R/W
<br />Groove Filled with Mortar Before
<br />broom fnkill with the slope of the romp.
<br />Installing Cad Iron Frame And Cover
<br />]. 4_-�•inaOClQ
<br />Protest Minforood Canasta Grade
<br />he toliorrirnq tTnar:rtertn tiap+t
<br />Ad*twsnt All 2",30.4;6 6• High
<br />BN LINE
<br />vy;.—Vnsae t',.qe
<br />or
<br />Precast Reinforced Comets Tapered
<br />Section To Be in Accordance With Approved
<br />,-.
<br />Gsnufaefural Dimensions
<br />s
<br />All Joints Mortared .And Banded WNh
<br />J
<br />Mata On Both Interior And Extorter
<br />CCEANOUl
<br />Surfaces
<br />for 1" i. D. service :holt be ultra Mo molmlor weight (UHMW )
<br />Is 00001 Reinforced Concrete Manhole Pipes,
<br />• �
<br />ASTM Desig. C-478 Uwe X, As Repr4ed To
<br />a(ar_:eD 1F"
<br />Obtain Proper Elevation 1; 2; 3; B 41. Secekane.
<br />12
<br />$E ION AnA
<br />A
<br />rYPI(W 0#1711/3Y
<br />IQW69 /W////GCE
<br />TYMCAI_
<br />A
<br />1 DIA: I2MOi.IEs As
<br />INDICATED
<br />SECTION A -A
<br />Fl3AME f l'G!/Ff3
<br />MAfV/�Gl E
<br />f /NKEFiTO l A 6 2fc iM EQU,gL
<br />Vociabis
<br />? Broom Finish-� Weakened
<br />Piano Joint '--N-1
<br />—�..1 l• $i92so " i/—J• ser 1'
<br />Wal
<br />Top of pavement prods
<br />Prewal reinforced concrete
<br />wade alludmed rings
<br />2". 30, 4" B 60 high.
<br />Pr*oW reinforced
<br />concrete core. *�
<br />All )ouM mortared and �r
<br />banded with morin on
<br />both Weiar and extrlor
<br />surfocee
<br />Pncosi reinforced manhole
<br />OPO, ASTM. Desig. C-478 a' -
<br />Cues )Q, as required to
<br />5"
<br />Moa Frowe ant Owes,
<br />b loyrawwrd Usmdw•d Na 0-4
<br />6"
<br />obtain proper elevation Lowed"
<br />I. 2. 3' B 4' sections. IL
<br />1 ® �
<br />4 4.4 `Nese • B" Canvas —�
<br />TYf'1641 ;MAIV
<br />;4fweA MAN/SGC E
<br />,
<br />2'-0"
<br />Exparrsion Joint (Typ.)
<br />NOTES:
<br />1) f eme*A Warta Milt
<br />i.L A i0 bmpr*vomnt fid.ilio
<br />1 2) Two feet minimum below flrvkalnd9- .42
<br />M new development. In existing dye•
<br />a le
<br />2 fast es with aWaval of Er*am
<br />Varbb)eOr
<br />---}-1'
<br />1 3
<br />Well Box, From and LW
<br />Ibter to ImWevement Standard No, F-6
<br />Break -off eaoirt
<br />Concroo
<br />Anchor Bock f_
<br />. f0•
<br />6"Y A.C. Pipe
<br />■
<br />`FAA R by Rkuq-TNe Adaptor ' 1 ,n
<br />C:sx ihust BiDek ' \ (As Required) Cane. TMket Bbd
<br />\6" F or Fla b Refer to inpovelmrk
<br />Ring -Tits Gole Valve. 9h*dard Ns. F-3.
<br />�Tifco Na 11 Tee or Equal.
<br />1. Fire li)orards stw11 be placed Will outtet facing
<br />directly towards the sheat. 1 t0" 0. D. 10" to o minimum
<br />2. Fire Hydrants shall be clean and free of concrete. ;� relative compaction 0. D.
<br />O. D.t 20" M= al 90 %. Q 0 i 20` lent.
<br />3. Retidr+tioi Fee Hydrant to be '16ch 950" (2-2="
<br />B 1-4* outiats) a oWand peel.
<br />or aha sae of regdwd by the local Fin District. UNDER PAVEMENT
<br />OU IE SFIOIIL�R
<br />AND SHOULDER
<br />11AE //Yl7l 111Vir
<br />1. Relative cocrvadion of m(Owkds shall be tested by 1M Stab of California
<br />Dept. of Public Works, Division of Highway. tad method No. CdR*rMa 216`j('• l97t
<br />2. AU existing paver l shah be needy at to line prior to livid excawNon•
<br />3 No iWing a ponding shcU be Permitted within Re
<br />w•'�++ o wncrete
<br />ST�NnA�n SI•G/3M
<br />12AIf/QV/ //v/ fr
<br />F/tiff EFiTO// A ' 00 P OFi ECS t114
<br />Bent
<br />45•(T)BwW
<br />Pipe
<br />l=wy Sever
<br />TYPICAL •Y• JOINT
<br />SERVICE rrtnu
<br />Cwt Iran Frons and (over
<br />Meer b WW*v*msnt Standard
<br />No. f•4
<br />PIAN
<br />Existing Pavel 2tA Bal2=01
<br />Or Gfwnd i x 6" is
<br />eerr 6• I.D. pipe b �.: ,
<br />it cr�
<br />Pawed
<br />p ciai&aala
<br />t Bleats (Class
<br />—' -f---` EZ�2E or
<br />,
<br />_m
<br />,rC
<br />Barium Of Trench
<br />TYPICAL LAItIPMOLE INSTALLATION
<br />rYP1e4Z SAN144AY
<br />sEw�r� �Er�i/s
<br />Score Line
<br />ITyD;
<br />NX
<br />all
<br />PLA
<br />.f_. 1--:_d
<br />SrAd C.vhton -
<br />Aihr Fuii torrryxtion
<br />SID"
<br />Sr 1 ie t1■rdl
<br />F.
<br />with
<br />toleronce
<br />.r". -
<br />"radius -
<br />LIP DETAIL
<br />I• curb
<br />SECTION A -A
<br />:w.
<br />r-
<br />i
<br />iy l ES
<br />al
<br />R/W
<br />sitoil Le cor:strunec wi.ttr o heovY
<br />broom fnkill with the slope of the romp.
<br />:-
<br />]. 4_-�•inaOClQ
<br />..y'J:c71 .ret TliG19f
<br />he toliorrirnq tTnar:rtertn tiap+t
<br />BN LINE
<br />vy;.—Vnsae t',.qe
<br />6 , 1
<br />i LINE22J/
<br />h'.7..:nun romp t1_�s
<br />10:1
<br />•
<br />c^c.tt
<br />//4N010P
<br />J
<br />friAME 6 COliE'Fi
<br />CCEANOUl
<br />piesfic pips
<br />for 1" i. D. service :holt be ultra Mo molmlor weight (UHMW )
<br />P1N/JEX3r01V 4
<br />2ri UW(
<br />3-
<br />a(ar_:eD 1F"
<br />iN with materials equd to or
<br />better than the existing pavement ,•;.
<br />M quality and thickness.
<br />Existing Pavement
<br />THRUST _DETAiU
<br />6• Mid.(TM)
<br />Compact In 12 • byre :. 48' Max,
<br />to a minimum ark ` m
<br />-- relative orl'o6Yian '� �— -- 'i' •1 ' •�Kj {:i •.r. '1 ti jj: A ,
<br />Compact In 12- MINA
<br />P •�� ''/•g!� r Min
<br />to a minimum
<br />oar — IM
<br />Oat o%ocompaction O CAST IRON BEND T ET EAD E T -��I T}
<br />THIl
<br />Co"Way in 6" layers `
<br />EP
<br />al
<br />R/W
<br />rEW.
<br />Ground
<br />Contra
<br />Fu►w RAaiw11
<br />All
<br />B; 1%31 4W
<br />dCau ee`rtien
<br />36• Reber wile •.
<br />Carwctian 2 sow elssyt 12" e►rl
<br />Broom A"'D'°'
<br />Finian - Levet PJM 7 a ' Cx►orntiw+ 2" Min. Cww Mbr comm
<br />s; 1 stop d tees (R any)
<br />it � � � � Clap fP y+iaprl
<br />YAn4YYflifWl✓M'9iY91'b1.Nf]MORWYMY.'41!!"JikW>MVd"�14.' '. M eM0. 16M"tAWt61f"�16CRi'
<br />�,t t
<br />r : ,
<br />NC, DRAWN O" C E1,K'-D -
<br />(,hi.H x'Oi.:TZ, :: ...,._.__. __ tSY
<br />l="_.,_..'-1-.-.. __..__._. .._ .... ...... ... ._.__, .. _...__..�._....._-_. __r... `, 1.13 nn 1TF7 _fry...__''..:. r N`�
<br />F+ts gra- � E3X
<br />FSP �V�i C � _--
<br />TWST
<br />FITTIMIS
<br />0
<br />A
<br />BN LINE
<br />i LINE22J/
<br />•
<br />•
<br />c^c.tt
<br />Rods err z 24'
<br />J
<br />2'-
<br />L
<br />piesfic pips
<br />for 1" i. D. service :holt be ultra Mo molmlor weight (UHMW )
<br />3-
<br />a(ar_:eD 1F"
<br />a. L. pr•>,gvud and
<br />12
<br />- 6
<br />Fvydhyten&
<br />as mawfac!v!d by Drisaoplp! . Oralglburp or approved equal
<br />TEE T ET
<br />RTJ%gTdd One M4ink CA4%
<br />2•3o1d Cfehbo Max.
<br />DEAD END
<br />Witt, nnirumun pressure/d1:nQ Of IGO pd.
<br />f
<br />--
<br />4 -
<br />envy w4wanskr' low
<br />Allow FWI Osrepoes;om
<br />2
<br />Plsst.c pipe
<br />for 2` i, D, service shah W PB 2110 ttaybutyl.w or approved
<br />221/ •
<br />2'-0
<br />2'-0"22
<br />•
<br />4
<br />3'-0"
<br />*air-; with
<br />misilrtan pressure rating of 16o pd.
<br />3-0
<br />-8
<br />45•
<br />Ivi2iE9:
<br />4-O
<br />5
<br />Ca-paaiiar
<br />Nap duan Gari Corporation cock tbeada.
<br />\
<br />TEE OUTLET
<br />t Can=tra t
<br />expanuan jofris
<br />(� 200' maxim:on sadat retwes, around light
<br />4
<br />Aw1ie •self
<br />Rau! "WO nut and kick wings.
<br />31-61
<br />'
<br />DEAD Efp
<br />�ydrerts
<br />anC ether fixFd
<br />poly,
<br />objects of sidewalk.
<br />5.
<br />Rixers uhaN
<br />be vertically plumbed.
<br />2 i4leuarsa
<br />pFas! ;ants tha8
<br />be spaeeo Q�1 to' alankbitrm at sidewalk
<br />S
<br />S,::vice kindle
<br />"
<br />shag be reputed lar the 2 sanies tap.
<br />L_
<br />7.
<br />tis:.^;kr trria-fig canrlaiak +heti cernfor,m to ASM DsdpleNan D 2219.
<br />eillie
<br />i3
<br />ewrrE s�nE ww«
<br />- 9y4rE SES �rrE
<br />YAn4YYflifWl✓M'9iY91'b1.Nf]MORWYMY.'41!!"JikW>MVd"�14.' '. M eM0. 16M"tAWt61f"�16CRi'
<br />�,t t
<br />r : ,
<br />NC, DRAWN O" C E1,K'-D -
<br />(,hi.H x'Oi.:TZ, :: ...,._.__. __ tSY
<br />l="_.,_..'-1-.-.. __..__._. .._ .... ...... ... ._.__, .. _...__..�._....._-_. __r... `, 1.13 nn 1TF7 _fry...__''..:. r N`�
<br />F+ts gra- � E3X
<br />FSP �V�i C � _--
<br />TWST
<br />FITTIMIS
<br />0
<br />A
<br />BN LINE
<br />i LINE22J/
<br />•
<br />•
<br />r-8•
<br />2z '
<br />3'-d
<br />2'-
<br />450
<br />-
<br />2-4-O
<br />3-
<br />90•
<br />3 -
<br />- 6
<br />90•
<br />- 6
<br />4 -
<br />TEE
<br />TEE T ET
<br />-
<br />DEAD END
<br />I V_ 00
<br />f-doDEAD
<br />END
<br />4 -
<br />-0
<br />t3 LINE
<br />12 LINE
<br />221/ •
<br />2'-0
<br />2'-0"22
<br />•
<br />4
<br />3'-0"
<br />3'— 0•
<br />45•
<br />3-0
<br />-8
<br />45•
<br />_W__6W_
<br />4-O
<br />TEE OUTLET
<br />3'-6
<br />3 -
<br />TEE OUTLET
<br />3 -6
<br />4 -
<br />i DEAD END
<br />31-61
<br />3 -0
<br />DEAD Efp
<br />5 -6
<br />4 -0
<br />Bred f1ijM of Way.
<br />4. " W"m shown by soil compo lbn and compoctIbilty, aindy pwa nd 190%) ,•
<br />c "A~�?ion racy be used, wawa approved by the Diroces of pail Works o NOTES, I. AN linnet bleak: shall M paged
<br />t A 2 ,/ , y: .'.K ogatnet andlshwbed soil and shag
<br />ffP1441 TRE/1/G �/ f/HCf��/ll :a DOM rft O 2 Thn:b b� k• �ussiions .r,
<br />Tnrast .,.
<br />2' d"
<br />Broom Finish 1•
<br />---'777---''—'' 86
<br />• Boom Finish y�
<br />Level Line
<br />-..:
<br />�• r
<br />. •.
<br />TA.
<br />Doll R ids -VDia. X 24•
<br />s ,
<br />2• Said Cushion Max• paced 12 o.c- grea**d and
<br />After Full Concoctive
<br />•W,"s•, or •B' 1n
<br />curb to Widify
<br />swvlo* losoliwo
<br />W — wow wit.
<br />LS - waYtg was• I
<br />�G - as wRNe
<br />MORTON TA Lou"' I N
<br />''ire ,+GV }.
<br />:
<br />FLANN'ih0 ;i.jR�1c YihfCn A `f::
<br />Cast Iran Wait Bill
<br />Nub or Fie go
<br />calculated to allow a soil
<br />bearing value, of 400() ponds
<br />Qer square foci.
<br />/y5 Bas an ails
<br />appadb "Wood
<br />a.Y Rf.BifOirCNi6 DETAIL.
<br />riIAvsr bidet! nfrAi/;
<br />n 1141z 1;
<br />X1WP31(1An
<br />� A[X�UST /9B0
<br />HFz ': o
<br />PA!/FGfiN/q C;F i
<br />E"4LE NC'. �90aaZ
<br />
|