|
s
<br />(I
<br />A N rBRAStS HOE N
<br />/ �.. THREADED MASS WPLE
<br />a :.• r : / ' : ; 6- Cl BLIND R.ANQ1E DRILLED i TAPPED
<br />FOR r BRAtIB NPPIE
<br />J A
<br />I •T
<br />Y 80K IIRJFf EMME PEN
<br />'�;� OR APPIIWEU EOIYiL
<br />6.OlMPOE
<br />6 -49�011FLAHGEfFI ANW )
<br />/ I
<br />7 FLAIM AQkOTdtFOR OTIC POE MAA 11011
<br />* SALES 9606 OR NWROM EOUAL (TY►.)
<br />r ,
<br />'PVC(FORCBdM! )
<br />6 -CAST RON WYE(FLAN(3E-FLANGE )
<br />FOR Nd CLEAN-OUT DETAL
<br />No 91clux
<br />N, ^t7r filTrL
<br />F- thickness
<br />5;k240 steel
<br />casing
<br />wl �gged
<br />ungrouted
<br />brk:ks.
<br />;�%
<br />is on& etMehelq.-
<br />301
<br />IMPOSE
<br />C«I Mt+�, ted CVA..
<br />r UK If tsar Besides$$@
<br />eMyaOi[a TQ
<br />-1
<br />1 VL'AC.
<br />Cowell geode Reg.
<br />S i
<br />••' ' •••
<br />,• •I
<br />Z' -D'
<br />2 Nk text/M
<br />pnmstl MM/eeetd teaarele
<br />�.
<br />• .•
<br />, , •
<br />.•
<br />tomare15 tela
<br />Mawheel coma cadaeNP4
<br />.
<br />r -t
<br />To 'hod SNNM geeome*
<br />• 24. ' 1
<br />¢olarolld SGEo:
<br />.
<br />u
<br />,
<br />r -t'
<br />or
<br />A' 4alit Says
<br />1'-0'
<br />U
<br />Miller I
<br />Ill'if a a•LL
<br />smo
<br />a�AT
<br />Ir
<br />ELEVATION
<br />ANCHOR DETAIL
<br />�Ir1�ILCE -e /ALar[
<br />CONSTRUCTION N
<br />"ad camels or
<br />A
<br />a
<br />•.
<br />:•
<br />,
<br />A
<br />z
<br />N
<br />CJ
<br />'..
<br />m
<br />SECTION A -A
<br />We
<br />SECTION B -B
<br />•
<br />mo"Mo pope $stores
<br />a
<br />�•
<br />4S•
<br />•a
<br />CMfarmawg Tt ASTM
<br />IZONE
<br />I
<br />'
<br />C4TS• Lose$ MINN9n
<br />SONE
<br />',
<br />'IN/s r►areess
<br />'t
<br />Irish a we. 1101
<br />W
<br />( Nola 4 1
<br />r
<br />j
<br />'
<br />ams Ctooma r
<br />.•
<br />s
<br />NOTES
<br />S
<br />19
<br />z,
<br />_
<br />..
<br />z
<br />,'..
<br />MM
<br />I'moss Consists Sees.,...•,'
<br />•': P
<br />z
<br />a
<br />0
<br />' 1
<br />`
<br />outlets, Rich •Ranger• Model 960, TTr approved equal. Hydrants and
<br />'6L
<br />CASE 2
<br />? ZONE 0
<br />0r
<br />- .•LIL ' e
<br />J
<br />1
<br />all exposed parts shall bi painted one coat primer and two
<br />W
<br />I
<br />1
<br />finishing coats of Benjamin Moore Safety Yellow or Fuller O'Brien
<br />. •
<br />"Tea
<br />ZONEcc
<br />r
<br />'
<br />`
<br />s:Ati'�Mf8�M1iIBlMKE�6�iallli�R>IBY71L.
<br />"
<br />••
<br />; W
<br />Vt
<br />>rS
<br />"
<br />LI
<br />are not permitted. The bis attac ag hydrant to bury or spool
<br />r
<br />L.�MpO�IIpM�Ln'M�OyIMKrl�81wL���/MR00rQM111011r'
<br />Z
<br />Q
<br />shall be of the brake -off type, hex heed, heavy AMerlcan Standard.
<br />^
<br />2•BB'BAIB, P IM'�'M10" &U.Ir LO PON
<br />rI
<br />w ..
<br />4IaA�BS�JaQ�K�M a wwww ti'r FWM%1Bd MIM
<br />t o
<br />ZONE
<br />/^ITV OF TRACY
<br />;�%
<br />c4
<br />301
<br />.._ .. :...: L• :
<br />MANHOLE
<br />min.
<br />r- thickness
<br />36" steel
<br />Casing
<br />Pklgged
<br />Willi
<br />ungrouled
<br />bricks
<br />TYPICAL �`� ATYPICAL
<br />AT ENDS T ENDS
<br />OF CASING OF CASING
<br />FOR ALL OTHER JACK AND BO WQW FOR DELTA MEI•DOTA CANAL
<br />OSS SECTION - FOR {•SECTION - FOR B" ' CROSS SECTION - FOR 24"
<br />PVC TRUSS SEWER LINE JACKMt3' DIP WATER LINE JACKING
<br />NOT TO SCALE NOT TO SCALE
<br />31
<br />Controls Cow
<br />Tee
<br />Hob r F:
<br />,'. larger I
<br />than
<br />.i P oming ',r Ems
<br />NOTESt
<br />L This type an 'wholl be mod were
<br />dlllaences ti Marl devouww *I Mardell$
<br />exceeds 24'.
<br />L Manhole beat dead hese mbi an thickness
<br />so she" on Standard Plan ler hwdeaNI6
<br />L Pipe eel have H lout Mea )Ad within s
<br />loot harm nhadlalo. ,
<br />4. Drop pipe to be on Was be* Ynn tea
<br />klceMky pipe.
<br />Hamm and Cera per
<br />CRI Sid No= .
<br />I Or around
<br />a Drop Por* - 24' VCR
<br />• M
<br />. yr
<br />c4
<br />slekn.e.li.d
<br />•.• .
<br />MANHOLE ASSEMBLY
<br />eMyaOi[a TQ
<br />,
<br />bonds anchored
<br />S i
<br />TACK WELD
<br />Z' -D'
<br />I
<br />to was 24• oa.
<br />�.
<br />r-2"
<br />.•
<br />VS* a& 9t11T
<br />Twlriir ons
<br />Io•
<br />r -t
<br />' OutgoingPipe 2r
<br />'
<br />¢olarolld SGEo:
<br />.
<br />12'
<br />ill
<br />r -t'
<br />or
<br />A' 4alit Says
<br />1'-0'
<br />U
<br />Miller I
<br />Ill'if a a•LL
<br />smo
<br />a�AT
<br />Ir
<br />ELEVATION
<br />ANCHOR DETAIL
<br />�Ir1�ILCE -e /ALar[
<br />CONSTRUCTION N
<br />"ad camels or
<br />A
<br />a
<br />v
<br />CASE I
<br />z
<br />W
<br />CJ
<br />6 V•Ire With Flanged
<br />m
<br />SECTION A -A
<br />CASE 2
<br />SECTION B -B
<br />a
<br />DROP MANHOLE '
<br />K
<br />NOT TO SCALE
<br />r
<br />I regime Cever
<br />I Ede$ pry -Ne
<br />1/4" mitt.
<br />thickness
<br />teal
<br />VALVE
<br />As"NELY
<br />IAPGe MKI '
<br />I
<br />rx a'
<br />WHERE
<br />RaeleRss
<br />4'
<br />saw a PPLO
<br />Y DDIVICE I� k ;
<br />a I/2' at, art"
<br />.- O.L Pon
<br />• &AM ELATE
<br />alp amJe
<br />.. ', �.•
<br />.•,�.. /
<br />Mf V
<br />Ru Net!--:tj
<br />MANHOLE ASSEMBLY
<br />eMyaOi[a TQ
<br />les Rest
<br />1'-0' I
<br />S i
<br />TACK WELD
<br />Z' -D'
<br />11'-0'
<br />NUT TO
<br />r-•'
<br />r-2"
<br />2' a 2"a l/4'L
<br />VS* a& 9t11T
<br />tw W"
<br />Io•
<br />r -t
<br />0.0 e1L PIPE
<br />to,
<br />s' -D•
<br />Bit& Islas
<br />12'
<br />ill
<br />r -t'
<br />or
<br />A' 4alit Says
<br />1'-0'
<br />U
<br />Miller I
<br />Ill'if a a•LL
<br />smo
<br />a�AT
<br />Ir
<br />ELEVATION
<br />ANCHOR DETAIL
<br />�Ir1�ILCE -e /ALar[
<br />CONSTRUCTION N
<br />I
<br />iZ• SERVICE LINE
<br />D. I. PIPE
<br />.:. r:14'• .Lam/
<br />.*:q" , .• POLYWRAP
<br />CONNECTION AT END CONNECTION AT HIGH
<br />OF MAIN LINE POINT OF LINE
<br />NOAEimbllst loss lied of 1000006156 Reeds sad Strolls without curbs shell e
<br />pHuled edllegesrd MEL
<br />2. Past consists of a' length of 400 Sid. Wt. pipe tilled with grant and ata 3' below
<br />grade to 16 0.06 Lome. bell. position posts r in front of an 2.3' tech side of
<br />assemblies. Crews come. base ar lop to shed wooer. sea D1411 below,
<br />CITY OF TRACY
<br />STAN ARD
<br />,�- PLeAN 411
<br />(®1 Rav N« e7- 36 DATE Omtt,l9gT VACUUM RELEASE VALVE
<br />Ravi "'^ ASSEMBLY & BLOWOFF
<br />R•N R.•I
<br />&Ufl v Po*T5
<br />1/4' mirL F
<br />thickness c
<br />24" steel(
<br />casing
<br />60 Min.
<br />Gel rr1I Spacing
<br />spacing
<br />-cru xr 4r�eae "•..
<br />- 9fsF~ , . 4s,w
<br />FOR ALL OTHER JACK APD BORNGNNOT FOR DELTA McMMA CANAL .
<br />CROSS SECTION FOR 24" CROSS SECTION - FOR'B" PVC txeB
<br />DIP WATER LINE JACKING TRUSS SEWER LINE JACKMKIi Aft FIELEAR yALyE &
<br />NOT TO SCALE NOT TO SCALE cx1Aro POST DETAIL
<br />ASTM grid
<br />relief"
<br />4enerlse
<br />Welt 21
<br />P•1001
<br />borehole From@
<br />2 R2!
<br />25.41' «
<br />1.5 ,
<br />Bib
<br />��Trf
<br />,l
<br />• � 1" � rr
<br />31.5• Feat
<br />NOTE S:
<br />I. Femme Need cover shell be ►howls fres work P-1050,
<br />Talherl Ne. goal, Pla►eries A-193, Meth Sq
<br />rsundery S S F 1500.
<br />2. Menhel• cover saes Include 15nerfng tau detigmatl06
<br />of 'SANITART 5911901" or 'STORM DRAIN; as
<br />I
<br />f11TV nP T1R ArV
<br />/`„„�
<br />1 f
<br />,`�!
<br />.•,�.. /
<br />STANDARD 309
<br />Ru Net!--:tj
<br />MANHOLE ASSEMBLY
<br />Ret, Rett
<br />les Rest
<br />FINISHED GRADE r
<br />1
<br />T.
<br />f •:. r�_::: 10~ FOR VALVE BOX B
<br />v INSTALLATION SEE
<br />_ - STU PLANS.
<br />7
<br />,,01" PVC (C 900)
<br />POLYWRAP ( Typical)
<br />DUCTILE IRON PIPE
<br />NOTES 6~ Sand Bedding
<br />1. Valves *hall be one of the followings
<br />A. butterfly valve*, 12' and larger rubber seated• tight closing type
<br />seating or exceeding A.w.w.A. CS94. Val vow body she 1L be cost Iron,
<br />h.S.T.H. h126 Class a with 18-4 type 294 stainless steel body *eat.
<br />Valve van* shall be cast Iron A.S.T.H. A 40 Class 40 with rubber seat
<br />secured with an integal 16-9 *talnless •teal nylon locked screws.
<br />Rubber east shall be a full circle 169' stated not penetrated by the
<br />Volvo shaft. Packing shall be •triple seal' rubber designed for
<br />permanent underground duty. Valve operator shall be of the traveling -
<br />nut type. mauled. Basketed and lubricated for service. It shall
<br />withstand an Input torque of 436 ft. lbs. only valve■ on approved
<br />materials list shall be used. I
<br />a. Gate Valvoee 190 and smaller as shown on list of approved materials.
<br />2. Operating nuts shell be raised to within 4' of flnlshed street grade with
<br />required extensions belles provided by valve manufactured.
<br />3. Pelrwrop all slimes and valva.
<br />4. Valve all be tasted by anafacturar on follws, 6• - 12. 175 pal 14•
<br />and larger - 1St pro. In additiono hydrostatic tests against fully 010004
<br />valve vanes shall be done as follower 6• - 12. 159 psi, and larger 109
<br />psi.
<br />S. Valva boar Brook* 1 -RT or Christy GS with GSC lid.
<br />CITY OF THAL;Y
<br />STANDARD
<br />,,•"`.. PLAN 402
<br />1mix zRgIN9115
<br />Ms Na 87-364 DATE:Dec.22,1987 o WATER VALVE
<br />I
<br />�y�,1 Re•t R.•: INSTALLATION
<br />Rev: Re•t
<br />I
<br />I
<br />NOTES:
<br />L res, oft iRe Ham end wfs 'slob
<br />blow* ell trusses Ike Mlwmeed Ilea pip*.
<br />2. Slow oft sell be 26eslvealted less PIPs 16"S 41"111144e1 or 4'
<br />galvanized lees pipe (16" a 12" Maio).
<br />3, Traffic eats telt be Clwlsly as or approved mesal.
<br />Dow O11 SIEIh�
<br />Minimum Dimensions For Thrust Blocks
<br />Pipe Sigel
<br />A 1
<br />e
<br />C
<br />0
<br />E
<br />6•
<br />1'-0' I
<br />r-0'
<br />6-
<br />Z' -D'
<br />11'-0'
<br />a•
<br />r-•'
<br />r-2"
<br />9•
<br />2'-O"
<br />2,_0.
<br />Io•
<br />r -t
<br />r-6
<br />to,
<br />s' -D•
<br />1'-0'
<br />12'
<br />2'-0•
<br />r -t'
<br />r -o•
<br />s' -o•
<br />1'-0'
<br />SECTION A - A
<br />CITY OF TRACY 0
<br />CITY OF TRACY O
<br />STANDARD 1 LL
<br />*D-,�
<br />PLAN 409'•� PLAN 506Ree Na 57-364 DATEI Dea22,l98T BLOW OFF FOR ! Ron Not e7- 364 DATE:Dec.22,1ga7 WATER/SEWER , Fear
<br />Ra^ R•vl FUTURE EXTENSION ', Ravi R..e SEPAR' news Re^. WITH VALVE �•Rev: Rea: REQUIREMENTS y • W
<br />[n
<br />USE THIS BLOW OFF DETAIL FOR WATER LIE SIZES UP TO 240 Q W j
<br />, = 1
<br />UJ O
<br />prA NSIOM FOF1 THRMT BLOCKS OVER 12". , W a = U
<br />PJM
<br />.�>.
<br />N
<br />G
<br />¢
<br />=
<br />U
<br />b
<br />w4Q••
<br />L32
<br />14' 131-60.
<br />P5'
<br />1611
<br />a
<br />W
<br />IS" 31-6".
<br />5'
<br />240•
<br />44W
<br />48•
<br />Spool -•Threat Block
<br />6" 0.I.P fir. or
<br />o
<br />z
<br />or
<br />u
<br />U
<br />a
<br />PARALLEL 'ni� -
<br />Ir
<br />m
<br />1
<br />CONSTRUCTION N
<br />V,
<br />a
<br />v
<br />CASE I
<br />z
<br />W
<br />CJ
<br />6 V•Ire With Flanged
<br />m
<br />CASE 2
<br />ZONE I Cd•
<br />a
<br />a
<br />K
<br />IZONE
<br />I
<br />'
<br />Restrained Joint
<br />SONE
<br />, • • "'�.'� • -+'
<br />UJN
<br />Z
<br />N
<br />13
<br />W
<br />( Nola 4 1
<br />r
<br />j
<br />I
<br />.•
<br />s
<br />NOTES
<br />^
<br />19
<br />z,
<br />_
<br />z
<br />.S
<br />z
<br />a
<br />0
<br />`
<br />outlets, Rich •Ranger• Model 960, TTr approved equal. Hydrants and
<br />^
<br />CASE 2
<br />? ZONE 0
<br />W
<br />J
<br />1
<br />all exposed parts shall bi painted one coat primer and two
<br />W
<br />I
<br />1
<br />finishing coats of Benjamin Moore Safety Yellow or Fuller O'Brien
<br />. •
<br />ZONEcc
<br />r
<br />'
<br />`
<br />I S A- ~�
<br />; W
<br />Vt
<br />�JJ]
<br />LI
<br />are not permitted. The bis attac ag hydrant to bury or spool
<br />r
<br />Z
<br />Q
<br />shall be of the brake -off type, hex heed, heavy AMerlcan Standard.
<br />^
<br />rI
<br />t o
<br />ZONE
<br />1 C
<br />,� W
<br />O
<br />-
<br />4. Thrust block shall have a Minimum bearing surface of 10 sq. feet.
<br />N
<br />S. Concrete pad shall bell 1-6•x5• Slope shall be 1/4• In 1' to curb.
<br />:ONE
<br />cc
<br />Concrete shall be Class 0302300 psi$ 4• maximum slump$ 3/40
<br />L7
<br />Wcc
<br />f
<br />i
<br />cc
<br />fLnlshed to the specifications of the sidewalk.
<br />6. Hydro -Static testing required for rums to excess of one pipe
<br />CASE k NEW SEWER BEING INSTALLED
<br />Q
<br />length. -
<br />PARALLEL TO WATER MAW SHALL IIDt GE PERMITTED N Tial 2014 WT~
<br />N
<br />T, -§e* city sl enclard dotal No. 407 on sheet 2 for daaprwH Of bLN
<br />rgG*ebve markers for the locatipn the fire hydrant%
<br />ZONE A. SEWER LIMES
<br />APPROVAL rNOH TN M&.MIWA HEALTH AGENCY AM WATER SUPPL4A
<br />i
<br />identifyirg of
<br />ROVED BY
<br />L A SEWER LIME PLACED PARALLEL TO A WATER LINT HALL GE CO IN LIED M
<br />e
<br />. r. t
<br />EXTRA STMmalH VahFED CLAY FRNS OOPMSSM ANT&
<br />L M W
<br />N
<br />FIRECHIEF
<br />2. CAST OR DUCTLE NOH PIPE WITH COMMSSM JOHTS
<br />1 NONFORCED CONCRETE PP"AME PM wall COIPMSNM JONTS POR AWWA C302-141
<br />I
<br />•
<br />C S D. A SEWER LIME CROSIEN A WATER MAN IM" GE CMSTXXT90 OF.
<br />M
<br />W
<br />..r
<br />ATE:
<br />NOAMCAL JON!{•
<br />z
<br />CITY OF TRACY
<br />L DUCTLE Oloi PPE WRNS MOT Nn11e1NN COATNB AND
<br />No
<br />L A CONTwa7S SECTION OF IWWCrJ= ODNCr11To PeDSIN M I sem A WWA Cs02-14 1
<br />'
<br />CENTERED OVER THE PM 9EN0 ChOISED•
<br />S ANY SEwan ►IPE WITH A cowmaxIM AMVIL
<br />Q
<br />93
<br />D ONLY. 4. ANY SEWER PIPE SEPARATED EY A Tf11•F00t by IN$'My, FOUR�IrJr TDO:
<br />mawro10E0 CONCRETE SLA&
<br />�
<br />_J
<br />IL
<br />NOTE• . ZONE P IS A PROHIBITED ZONE, Mt- 0463014N11 CAL ACMM6TRATNE COOILTITLE 2L
<br />e
<br />1'
<br />A.
<br />R MAS RE[ NSTAI I En_
<br />CASE 2: NFW WAT NN
<br />fROY
<br />m-
<br />!M
<br />�,�/
<br />rn
<br />204 A. NO WATER MANS PARALLEL TO GEW[AS SHALL GE taNSTIKitO WWMtrrT APPROVAL
<br />lY
<br />THE HEALTH DEPARTMENT.
<br />, n
<br />GNOI
<br />A. F THE SEWER PARALLELING THE WATER MAN DOES NOT MEET THE SE 1,9 IO, AEa-
<br />e/ b
<br />W
<br />o
<br />REMENTS, THE WATER MAN SMALL N CONSTAKTEO 014
<br />1 DUCTILE RON PIPE WITH NOT NTUMPDXIS COATON.
<br />2. DIPPED AND WRAPPED ONE.FOURTH-MCN•TMO[ WELDED STEEL PIPE.
<br />'
<br />L RENFOwCED CONCRETE PRESE PPE, STEEL CnSMNI TYPE, PER AWWA IC300-T4 OR
<br />WI
<br />'ico
<br />Z
<br />Ca0479 OR C303 -TOL
<br />W
<br />In
<br />C F THE SEWER CROSSNO THE WATER MAIM DOES NOT NET THE CASE J. ION 4REOLMLMENTS,
<br />THE WATER MAN SHALL NAVE NO JONTS N ZONE O AW GE CONSTRICTED OF,
<br />L 1 SAME AS 9 1•4 L
<br />D. F THE SEWER CROSSING THE WATER MAN DNS Wt NET THE REOJMEMENTS FOR ZONE P.
<br />'I
<br />Q
<br />CASE L THE WATER MAIN SMALL HAVE W JONTS amour POUR FEAT FRC' EITHER SEM OF
<br />TN MWEA AND SMALL 9E CONSTRUCTED OF: I SAME AS t/-4 L
<br />Z
<br />SECTION A - A
<br />CITY OF TRACY 0
<br />CITY OF TRACY O
<br />STANDARD 1 LL
<br />*D-,�
<br />PLAN 409'•� PLAN 506Ree Na 57-364 DATEI Dea22,l98T BLOW OFF FOR ! Ron Not e7- 364 DATE:Dec.22,1ga7 WATER/SEWER , Fear
<br />Ra^ R•vl FUTURE EXTENSION ', Ravi R..e SEPAR' news Re^. WITH VALVE �•Rev: Rea: REQUIREMENTS y • W
<br />[n
<br />USE THIS BLOW OFF DETAIL FOR WATER LIE SIZES UP TO 240 Q W j
<br />, = 1
<br />UJ O
<br />prA NSIOM FOF1 THRMT BLOCKS OVER 12". , W a = U
<br />PJM
<br />STANDARD 401 ,
<br />T rmtilrik Pilot Ns
<br />Ree NIN67-364 IDATFtDoc.22.1987
<br />Raw: IROVI FIRE HYDRANT
<br />Revs 11tavir
<br />C
<br />¢
<br />u
<br />m
<br />11
<br />w4Q••
<br />L32
<br />14' 131-60.
<br />P5'
<br />1611
<br />syr
<br />IS" 31-6".
<br />5'
<br />240•
<br />44W
<br />48•
<br />Spool -•Threat Block
<br />6" 0.I.P fir. or
<br />ToAS
<br />SECURE TIC �CARR�FA FE DACE �T APPFOVED SUDS Z � V ) -
<br />pe OR O INSULAATORS PER PIPNCy To PREVENT E WOU ED) W W J Cl
<br />9a' STEEL CASING VAMI. MN 3/a1THM. _ - ~ O
<br />JOIRS TO BE CONTINUOUS ( X1+4 NiIAL rH tr• t � A .. U) >-
<br />7
<br />WELDED . /,1 �- - ,. Ail W i� L_ z
<br />ZW W In
<br />CgRFaFR PPE ' 2 / �I� m
<br />3
<br />NOTES:A _„ U) o
<br />r ul �l a ZQ Z
<br />1. ALL WORK MUST COMPLY WITH THE SECTION A_A � i � IN• ¢ a- < Q
<br />GEOTECHNICAL REPORT PREPARED BY i� O W
<br />BERLOGAR GEOTECHNICAL CONSULTANTS
<br />FOR THIS PROJECT ON FILE AT THE I `ARFVERP I I a 3::
<br />Z
<br />CITY OF TRACY OFFICE. RE LQ SITS 1W-
<br />1: 11
<br />a X �.
<br />sym-wTic I AER SEAL a STARLESS
<br />M
<br />STEBANDS VMH CLLINIAWS A tNS11_ATOR d
<br />36• STEEL CASING Z !)
<br />i Q v!
<br />-FOR DELTA MENDOTA CANAL ONLY' U) LL
<br />I O water
<br />Vin
<br />II
<br />4S• send
<br />1 EZ pipe C tater
<br />stla
<br />-ik .0• good
<br />LZt4•� Sand
<br />1 T" wn. 12' .4r.
<br />' • 4• g
<br />•.. I . ,r.•. •T.I �. �r~i•11/yp/ ' ••e r •p I �' r • • ;'
<br />14 rebar strop with bituminous coatta:
<br />S sack KC
<br />(T11. threat Meek -
<br />NWILS i VARISJ
<br />NOTES
<br />1) All material sell be ductus less with' GOaaLE �rW-Y•MHEAp•
<br />2) All stirrurs Not to castrate shell e•o a bituminous coating.
<br />3) Coscrmte shall sell, roma to contact with bonds. .
<br />WAXER LINE OFF -SET DETAIL
<br />(NO SCAM
<br />NOUS FOR THE
<br />WATER AND WWW LII* 8108 GS OF THE DMC
<br />(DELTA MENDOTA CANAL) 5. Joints on carrier pipe are to be watertight.
<br />1. The contractor shall locate the jacking pit so that the top of the pit is higher in 6. The jacking operation and grouting around the casing pipe shall be completed before
<br />elevation then the canal lining or dike around the jacking pit to achieve the correct., the jacking operation starts for the other pipe.
<br />elevation.
<br />7. The jacking pit must be shored in order to prevent encroachment on Government
<br />2. All voids behind the casing pipe are to be pressure grouted. land.
<br />3. The jacking contractor must insure the Bureau in an amount sufficient to cover the 8. Contractor must notify the Bureau 48 hours prior to construction of any items
<br />repair of the canal in the event of damage due to the jacking operation. pertaining to the bore and jack, attention: Bob Martin W91835.45M
<br />4. -AN steel pipe joints are to be continuous) Welded.
<br />.... .._ ...
<br />-
<br />CASING DETAIL O
<br />NO SCALE
<br />61. 4'6' S•-6- W/5' Sidewalk V
<br />0'-6~ W/10' SiNrOlt
<br />0 O
<br />2' 2
<br />E I I -� Blue Reflective l
<br />u 41/2 Outlet Pavement Markers yr-
<br />_ c I Facing Street Veale Box r -
<br />E
<br />01-
<br />I 4" Concrete Pad ' W OI z F bboow alC
<br />(Note S) 1 6 r" .9 /-Gt I u(DaQ
<br />epth of pipe l „Z oQ o W z LL Q1K IM Q La ¢
<br />99• Water Mo w
<br />4 A Bets O follow 4orttour
<br />.•r`�'�'•r
<br />STANDARD 401 ,
<br />T rmtilrik Pilot Ns
<br />Ree NIN67-364 IDATFtDoc.22.1987
<br />Raw: IROVI FIRE HYDRANT
<br />Revs 11tavir
<br />C
<br />¢
<br />u
<br />m
<br />o.
<br />Riser t; `, 6" Hydrant Bury Of 9roun •.
<br />i'
<br />Spool -•Threat Block
<br />6" 0.I.P fir. or
<br />v
<br />(Note 2) .: e'•i_;i: 1 'Restrained Joint
<br />Send
<br />y
<br />�- Polywrop As Per
<br />Bedding
<br />m
<br />d, AWWA - CIOs
<br />6 V•Ire With Flanged
<br />m
<br />Thrust Block Or Connecllom To Too
<br />K
<br />Restrained Joint
<br />-
<br />( Nola 4 1
<br />NOTES
<br />^
<br />z
<br />1. Hydrant shall have 1, 4 1/20 pumpa� outlet and 2, 2 1/2• hose
<br />0
<br />outlets, Rich •Ranger• Model 960, TTr approved equal. Hydrants and
<br />^
<br />all exposed parts shall bi painted one coat primer and two
<br />W
<br />finishing coats of Benjamin Moore Safety Yellow or Fuller O'Brien
<br />Highway Yellow.
<br />r
<br />2. Riser Spools when used shall be toMs{�olid type. Break -off spools
<br />W
<br />are not permitted. The bis attac ag hydrant to bury or spool
<br />r
<br />shall be of the brake -off type, hex heed, heavy AMerlcan Standard.
<br />^
<br />3. Valve shall be resillent wedge gate valve. Epoxy lined G Coated.
<br />4. Thrust block shall have a Minimum bearing surface of 10 sq. feet.
<br />S. Concrete pad shall bell 1-6•x5• Slope shall be 1/4• In 1' to curb.
<br />Concrete shall be Class 0302300 psi$ 4• maximum slump$ 3/40
<br />' maximum aggregate with 1/2 lb. lampblack per yard. Pad shall bit
<br />fLnlshed to the specifications of the sidewalk.
<br />6. Hydro -Static testing required for rums to excess of one pipe
<br />length. -
<br />T, -§e* city sl enclard dotal No. 407 on sheet 2 for daaprwH Of bLN
<br />rgG*ebve markers for the locatipn the fire hydrant%
<br />i
<br />identifyirg of
<br />ROVED BY
<br />. r. t
<br />FIRECHIEF
<br />c
<br />I
<br />•
<br />ATE:
<br />'•
<br />CITY OF TRACY
<br />SIIEET
<br />No
<br />fUs
<br />'�...�.,!
<br />STANDARD 401 ,
<br />T rmtilrik Pilot Ns
<br />Ree NIN67-364 IDATFtDoc.22.1987
<br />Raw: IROVI FIRE HYDRANT
<br />Revs 11tavir
<br />4OF 62 SHEETS ;
<br />j Joe 11f1.N0792.10 `
<br />FILE NO. ,
<br />
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