|
WELD S GRIND
<br />4PLATE SxOQTM7 LM` LY. AT<
<br />C 3vW8 ATlat _ 4i -p 1440
<br />AIR PCLCAfC'r� IOINL IT w
<br />VZ' LV IS SPACED
<br />ASSEMe
<br />LY
<br />( A r c o ,. 3 c 1 E- e!v4tz TEL
<br />A t' BRASS
<br />-PWG TACK wELD
<br />^�
<br />!T DRAIN,, • NUT To
<br />VANE I,".
<br />I P P X ]N" 1' x 3'X 1/4% \ V2 S.S. BOLT
<br />H.T. ♦ r
<br />I k I'e[OUC[RI s 1, Via WALL ^JT
<br />WHERE I I@`/STL Mi
<br />RELVIRED Y I 1 2•SALL vault
<br />:� ,. �.-ANCHOR . .
<br />L I • REQUIRED
<br />1/2'/ S A'La.
<br />BRASS III►►LES- ,My `1[- SAND
<br />Z'SEWAM LINE
<br />✓I' CONCRETE PAD, •• . ,
<br />r✓1
<br />j; ELEVATION i ANCHOR DETAIL
<br />[1,11r2_ fERVIC[ uNc21/i-• t- NTLON BusNINGUSE COF•PEq 2 SERVICE LINE
<br />proc ARD
<br />T-O.I. IIIc i BR455 FITTING I
<br />\ / B'T'IK
<br />�B'CCK
<br />SID BLE STRAP
<br />" I 1 �f[NVICVIC[ CLAMP
<br />A.
<br />THRUST
<br />1 I 0.7:K •
<br />I Irl • I.
<br />1
<br />r / D.I. 111[
<br />•`-
<br />CONNECTION AT ENDI CONNECTION AT HIGH
<br />MAIN 41tI LINE _ P0114T 0= LINE
<br />ND =c
<br />1 Assemblies Installed at Eastments. Roods and Sheets without Curbs Shall be
<br />of o l e led ,In Duero post.
<br />2. Post consists Of 6' length of 4- a Sid. WI, pipe filled Wilh grout and eel 3 below
<br />prose in 16•'C.D. conc. base. Position posts 2' In from of and 2.5' each side o1
<br />CfsembbH Crown come cafe a, loo to shed safe,.
<br />I �j�� •r Res
<br />CITY OF TR
<br />1'
<br />1 /
<br />- 364 DATE •. Dec.22,1967
<br />Rev:
<br />Rer:
<br />Concrete CORN
<br />Manhole per
<br />Gly Sid Nal
<br />Tao
<br />Hole 1'
<br />forlarger A
<br />than
<br />i •
<br />Incoming
<br />pipe
<br />LN - - 411
<br />-COMBIATION AIR &
<br />FACUUMNRELEASE VALVE
<br />ASSEMBLY & BLOWOFF
<br />NOTESI
<br />L This type manhole shall be used where
<br />dlf lerences In Invert elevations at manhole
<br />exceeds 24'.
<br />2. Manhole base shelf have minlmun thickness
<br />as shown on Standard Plan fon Manholes.
<br />3. Pips that have at least one joint within 3
<br />feel from mehols.
<br />4. Drop pipe to be one el3e tarp" then the
<br />Incoming pipe.
<br />Frame rho Cover per
<br />City Std No.309
<br />la
<br />is
<br />DROP MANHOLE
<br />NOT TO SCALE
<br />r Mln, IS' use Relrdi
<br />Concrete $redo Ring.
<br />Forecast ReM/ertJ CenrHt
<br />Menhe,s Cone Canl"Poo
<br />To Piet $action Sascilleawr „ - t4 ,
<br />I N
<br />A •• , A
<br />- YIron'
<br />106.946 Wier hunt .
<br />Cel[ or
<br />ung ed Carer
<br />I iia"&C.
<br />1
<br />.. 12 MIn. cant.pour
<br />or
<br />Concrete tall"
<br />:r
<br />�6
<br />Poured Concrete lees • •.': •"
<br />• . or
<br />t
<br />• Manhole Pope Section
<br />•' Conforming To ASTM
<br />X46'
<br />C 476 • Latest Rsr,slon
<br />opt l"►roost •'
<br />Woo" a" kiln Well
<br />r
<br />Meth Creeas i
<br />•'
<br />•.
<br />61 eY1
<br />• r r • • I
<br />oft
<br />1
<br />.I, Gas
<br />NOTPJe
<br />S. Ail', MS W11" N K#1= IBCOII:KOfT•1KY�K:.
<br />].BACKPLL:ArAXMMl MM AJONGO 7te OOWWT=:
<br />S • CONCiETE II Wl w FM mix CLASS -B" 2500 P9 AT
<br />29 DAM 4' MAIC KLM, 3/4' MAIC Alti(i/LWTE
<br />4 tNO JOKFTO N TWR[MKl'M F"T7s�MI'R1r17W
<br />CITY OF TRACY
<br />I
<br />�_
<br />- trout rand
<br />or r
<br />MANHOLE
<br />Ret': Ran
<br />1-
<br />hole and joint -�
<br />r-2"
<br />a
<br />Block
<br />Drop Pipe - 24' VCP
<br />-_
<br />•
<br />A
<br />10'
<br />3'-0`
<br />I
<br />12"
<br />6' Min.
<br />1.-S.
<br />Joinl
<br />8 Adoplos As Required
<br />3 - 0'
<br />O
<br />W
<br />C7
<br />':
<br />ZF
<br />(�
<br />a
<br />=
<br />{LL-
<br />1.
<br />1�
<br />I ry
<br />��
<br />Slalntass Steel
<br />Lin
<br />�.
<br />•
<br />a
<br />bands anchored
<br />W
<br />Ul
<br />,
<br />to wall 24' o.c.
<br />�-
<br />a
<br />J
<br />a
<br />0
<br />0
<br />w
<br />laaa�e
<br />Two bands
<br />Cl
<br />Ili
<br />ac
<br />Z
<br />mWmum.
<br />'
<br />o
<br />Outgoing
<br />In
<br />SQa
<br />6
<br />Z
<br />o
<br />=
<br />; Q
<br />Oroyl Mand Bus
<br />N
<br />�O<D
<br />a
<br />U ��j
<br />e1Z
<br />oQ
<br />C�
<br />x¢
<br />O¢
<br />Poured Concrete B u
<br />. ' a : �• "� A% c
<br />x
<br />U
<br />SECTION A -A
<br />Y
<br />in
<br />SECTION B -B
<br />DROP MANHOLE
<br />NOT TO SCALE
<br />r Mln, IS' use Relrdi
<br />Concrete $redo Ring.
<br />Forecast ReM/ertJ CenrHt
<br />Menhe,s Cone Canl"Poo
<br />To Piet $action Sascilleawr „ - t4 ,
<br />I N
<br />A •• , A
<br />- YIron'
<br />106.946 Wier hunt .
<br />Cel[ or
<br />ung ed Carer
<br />I iia"&C.
<br />1
<br />.. 12 MIn. cant.pour
<br />or
<br />Concrete tall"
<br />:r
<br />�6
<br />Poured Concrete lees • •.': •"
<br />• . or
<br />t
<br />• Manhole Pope Section
<br />•' Conforming To ASTM
<br />X46'
<br />C 476 • Latest Rsr,slon
<br />opt l"►roost •'
<br />Woo" a" kiln Well
<br />r
<br />Meth Creeas i
<br />•'
<br />•.
<br />61 eY1
<br />• r r • • I
<br />oft
<br />1
<br />.I, Gas
<br />NOTPJe
<br />S. Ail', MS W11" N K#1= IBCOII:KOfT•1KY�K:.
<br />].BACKPLL:ArAXMMl MM AJONGO 7te OOWWT=:
<br />S • CONCiETE II Wl w FM mix CLASS -B" 2500 P9 AT
<br />29 DAM 4' MAIC KLM, 3/4' MAIC Alti(i/LWTE
<br />4 tNO JOKFTO N TWR[MKl'M F"T7s�MI'R1r17W
<br />CITY OF TRACY
<br />Trane Carer P
<br />I Edge Pry -14116
<br />IE[
<br />COMBINATION
<br />AIR RELEASI
<br />VALVE
<br />ASSEMBLY
<br />(APC0 I47G)
<br />I X 2 REDUCER -
<br />WHERE
<br />REQUIRED
<br />BRAS
<br />2" SERVICE
<br />Vol' WLV. PLATE
<br />i / HOLES
<br />EQUALLY
<br />3MCCD
<br />1 2' altar¢[ TEL
<br />j B C" BRASS
<br />TACK WELD
<br />NUT TO
<br />3'x3"x ViL V2'S.S.BOLT
<br />Tr Ylt WALL
<br />�1 IB`/ `:Z IPE
<br />`BALL 1ALYE
<br />ANCHOR
<br />4 REQUIRED
<br />( SEE DETAIL
<br />\ AT RIGHT 1 1/2" / X s"LQ.
<br />`2" SAND
<br />t era's 24' :✓
<br />CONCRETE PAD. ,
<br />ELEVATION ANCHOR DETAIL
<br />2 SERVICE LINE
<br />_ I
<br />2 1/2 A 2" NYLON BUSHING I USE COPPER 2" SERVICE LINE
<br />PIPE AND '
<br />0.1. PIPE BRASS FITTING
<br />IN THRUST
<br />BLOCK
<br />BRONZE DOUBLE STRAP
<br />+ SERVICE CLAMP
<br />♦' e r THRUST
<br />BLOCK
<br />/♦
<br />.� D PIPE
<br />I.
<br />C.LCAP
<br />POLYWRAP
<br />CONNECTION AT END CONNECTION AT HIGH
<br />OF MAIN LINE POINT OF LINE
<br />NOTES
<br />I. Assemblies installed of Easements, Roods and Streets without curbs sholl be
<br />protected with guord post.
<br />2. Post consists of 6' length of 4" a Std. Wt. pipe filled with grout and set 3 below
<br />grade in 16 O.D. conc. base. Position posts 2' in front of and 2.5' each side of
<br />assemblies. Crown tontbase of IOD 10 shed water. -
<br />CITY OF TRACY
<br />REVIEWD j STANDARD
<br />PLAN 411
<br />N o.
<br />' _ 1 Res No: 87- 364 DATE : Dec 22,1987 COMBINATION AIR &
<br />:% VACUUM RELEASE VALVE
<br />ASSEMBLY & BLOWOFF
<br />P-1 FRev:
<br />NOTES:
<br />1. ALL WORK MUST COMPLY WITH THE
<br />GEOTECHNICAL REPORT PREPARED BY
<br />BERLOGAR GEOTECHNICAL CONSULTANTS
<br />FOR THIS PROJECT ON FILE AT THE
<br />CITY OF TRACY OFFICE.
<br />ASTM Grid
<br />Pall alp
<br />Loitering
<br />INale 21
<br />P•1001
<br />Manhole From@
<br />26.25
<br />25.5` •e,
<br />�-�-- 25.47• N
<br />III
<br />II
<br />rf a T`,\\C?\VAC• ••.\ _ !�
<br />�r VA,
<br />C"''
<br />r►--- 2 4
<br />r
<br />N
<br />71.5• �
<br />NOTES:
<br />I. Fiume and care, sAcll be Phoenix Iran work P-1090,
<br />T6icharl Ne. 6622, Pinkerton A - ISS, South Bay
<br />Farmdery SIF 1900.
<br />2. Manhole covet small Include Iettering le• designation
<br />of 'SANITARY SEWER. 9r 'STORM DRAIN, as
<br />app li cabol a.
<br />CITY OF TRACY
<br />YHe
<br />•I
<br />Aa1 II {'
<br />STANLImlFLAN 301
<br />:e
<br />17,
<br />Ree No: °--TE= DAT E:: t:.�:.
<br />MANHOLE
<br />Trane Carer P
<br />I Edge Pry -14116
<br />IE[
<br />COMBINATION
<br />AIR RELEASI
<br />VALVE
<br />ASSEMBLY
<br />(APC0 I47G)
<br />I X 2 REDUCER -
<br />WHERE
<br />REQUIRED
<br />BRAS
<br />2" SERVICE
<br />Vol' WLV. PLATE
<br />i / HOLES
<br />EQUALLY
<br />3MCCD
<br />1 2' altar¢[ TEL
<br />j B C" BRASS
<br />TACK WELD
<br />NUT TO
<br />3'x3"x ViL V2'S.S.BOLT
<br />Tr Ylt WALL
<br />�1 IB`/ `:Z IPE
<br />`BALL 1ALYE
<br />ANCHOR
<br />4 REQUIRED
<br />( SEE DETAIL
<br />\ AT RIGHT 1 1/2" / X s"LQ.
<br />`2" SAND
<br />t era's 24' :✓
<br />CONCRETE PAD. ,
<br />ELEVATION ANCHOR DETAIL
<br />2 SERVICE LINE
<br />_ I
<br />2 1/2 A 2" NYLON BUSHING I USE COPPER 2" SERVICE LINE
<br />PIPE AND '
<br />0.1. PIPE BRASS FITTING
<br />IN THRUST
<br />BLOCK
<br />BRONZE DOUBLE STRAP
<br />+ SERVICE CLAMP
<br />♦' e r THRUST
<br />BLOCK
<br />/♦
<br />.� D PIPE
<br />I.
<br />C.LCAP
<br />POLYWRAP
<br />CONNECTION AT END CONNECTION AT HIGH
<br />OF MAIN LINE POINT OF LINE
<br />NOTES
<br />I. Assemblies installed of Easements, Roods and Streets without curbs sholl be
<br />protected with guord post.
<br />2. Post consists of 6' length of 4" a Std. Wt. pipe filled with grout and set 3 below
<br />grade in 16 O.D. conc. base. Position posts 2' in front of and 2.5' each side of
<br />assemblies. Crown tontbase of IOD 10 shed water. -
<br />CITY OF TRACY
<br />REVIEWD j STANDARD
<br />PLAN 411
<br />N o.
<br />' _ 1 Res No: 87- 364 DATE : Dec 22,1987 COMBINATION AIR &
<br />:% VACUUM RELEASE VALVE
<br />ASSEMBLY & BLOWOFF
<br />P-1 FRev:
<br />NOTES:
<br />1. ALL WORK MUST COMPLY WITH THE
<br />GEOTECHNICAL REPORT PREPARED BY
<br />BERLOGAR GEOTECHNICAL CONSULTANTS
<br />FOR THIS PROJECT ON FILE AT THE
<br />CITY OF TRACY OFFICE.
<br />ASTM Grid
<br />Pall alp
<br />Loitering
<br />INale 21
<br />P•1001
<br />Manhole From@
<br />26.25
<br />25.5` •e,
<br />�-�-- 25.47• N
<br />III
<br />II
<br />rf a T`,\\C?\VAC• ••.\ _ !�
<br />�r VA,
<br />C"''
<br />r►--- 2 4
<br />r
<br />N
<br />71.5• �
<br />NOTES:
<br />I. Fiume and care, sAcll be Phoenix Iran work P-1090,
<br />T6icharl Ne. 6622, Pinkerton A - ISS, South Bay
<br />Farmdery SIF 1900.
<br />2. Manhole covet small Include Iettering le• designation
<br />of 'SANITARY SEWER. 9r 'STORM DRAIN, as
<br />app li cabol a.
<br />CITY OF TRACY
<br />YHe
<br />•I
<br />REVIEWED---•�1•r/�-
<br />STANDARD
<br />17,
<br />Ree No: °--TE= DAT E:: t:.�:.
<br />MANHOLE ASSEMBLY
<br />Ret': Ran
<br />1-
<br />FINISHED GRADE
<br />iI
<br />S
<br />o
<br />ZI
<br />DUCTILE IRON PIPE
<br />L]110
<br />• L_J1-OFOR VALVE Box B
<br />-- INSTALLATION SEE
<br />STD. PLANS.
<br />/8" PVC (C900)
<br />POLYWRAP ( Typical)
<br />NOTES 6" sans Bedding
<br />1. Valves shall be one of the followingi •�'"I v
<br />A. Butterfly valves, 12" and larger rubber seated, tight closing type
<br />meeting or exceeding A.W.W.A. C504. Valves body shall be cost iron,
<br />A.S.T.M. A126 Claes B with 18-8 type 304 stainless steel body seat.
<br />.S.T. . A 48 C 40 with rubber seat
<br />Valve vane shell be cast Econ A Clans 1
<br />secured with an integal 18-8 stainless steel nylon locked •crews.
<br />Rubber seat shall be a full circle 360' seated not penetrated by the
<br />valve shaft. Packing shall be "triple seal" rubber designed for
<br />permanent underground duty. Valve operator shall be of the traveling -
<br />nut type, sealed, gasketed and lubricated for service. It shall
<br />withstand an input torque of 450 ft. lbs. Only valves on approved
<br />materials list shell be used.
<br />B. Gate Valves, 10' and smaller as shown on list of approved materials.
<br />Z. Operating nuts shall be raised to within 4' of fins shed street grade with
<br />required extensions being provided by valve manufactured.
<br />3. Polywrap all pipes and valves.
<br />4. Valves shall be tested by manufacturer as follows, 6" - 12" 175 psi 14"
<br />and larger - 150 pal. In addition, hydrostatic tests against fully closed
<br />valve vanes shall be done as follows: 6" - 12" 350 psi, and larger 300
<br />psi.
<br />5. Valve Box, Brooks 3 -RT or Christy G5 with G5C lid.
<br />CITY OF TRAC
<br />R VIF,W D AN
<br />�"' e`•:1 PLAN
<br />No.
<br />Jt Res No:87-364 DATE
<br />Dec 22,1987
<br />:( Rev: Rev:
<br />Rev: Rev:
<br />Y
<br />DAR D
<br />402
<br />WATER VALVE
<br />INSTALLATION
<br />NOTES:
<br />I
<br />The future extension club shall be. tested and chlorinated with the
<br />reel of the morn and blown off through the galvanized Iron pipe.
<br />2. Blow off shall be 2" golvonized iron pipe 16" B 8" main 1 or 4"
<br />galvanized iron pipe (10" B 12" main).
<br />3. Traffic bores shall be Christy G5 or approved equal.
<br />Blow Off lollop
<br />u
<br />� a
<br />long B Plug
<br />Q N
<br />N a
<br />.• .. : Class `B`Concrete • , ;h I
<br />-Slob 3e3'e B"
<br />. e '
<br />- - A__, MJ Plug Tapped 2or 4" Galva Iron
<br />�- p
<br />Ductile ken Pipe rr -I i Earth ubed
<br />I C Earth
<br />r Polywro
<br />Minimum Dimensions For Thrust Blocks
<br />Pipe Sizel B C D E
<br />6
<br />1'-O"
<br />i'-0`
<br />II
<br />Thrust
<br />2'-0"
<br />1-
<br />I' - i
<br />r-2"
<br />a
<br />Block
<br />2'-0"
<br />10'
<br />I'-9"
<br />A
<br />10'
<br />3'-0`
<br />3-0`
<br />12"
<br />6' Min.
<br />1.-S.
<br />Joinl
<br />8 Adoplos As Required
<br />3 - 0'
<br />O
<br />Minimum Dimensions For Thrust Blocks
<br />Pipe Sizel B C D E
<br />6
<br />1'-O"
<br />i'-0`
<br />6`
<br />2'-0`
<br />2'-0"
<br />B`
<br />I' - i
<br />r-2"
<br />B"
<br />2'-0"
<br />2'-0"
<br />10'
<br />I'-9"
<br />I'-6'
<br />10'
<br />3'-0`
<br />3-0`
<br />12"
<br />2' - O"
<br />1.-S.
<br />I.-0'
<br />3'-0'
<br />3 - 0'
<br />I I' Min.
<br />x
<br />U
<br />Dimension E ' Min.
<br />Width
<br />6"
<br />Trench 6•
<br />v
<br />Min.
<br />Limits Mn
<br />sal
<br />W
<br />I I
<br />1 I
<br />Do
<br />Z
<br />0
<br />En
<br />Z
<br />I I
<br />I I
<br />i
<br />a
<br />OI
<br />SECTION A - A
<br />CITY OF THAUY
<br />REVI WE _ Plc e'e MANSTAN409
<br />409
<br />fNUIER R No.
<br />: Res No: 87-364 DATE: Dec.22,1987 BLOW OFF FOR
<br />:r Rev: Rev: FUTURE EXTENSION
<br />Rev: Rev: WITH VALVE
<br />USE THIS BLOW OFF DETAIL FOR WATER LINE SIZES UP TO 24"
<br />MINIIIMJIM DIMENSIONS FOR THRUST BLOCKS OVER 12".
<br />Q water
<br />Hain
<br />L\ hater
<br />as in
<br />,-,- Sand
<br />:•1•. I
<br />'I
<br />- a
<br />I
<br />�• A•el
<br />5 sack PCC
<br />thrust block
<br />DFr 5Kr. 9
<br />NOTES
<br />1) All material shall be ductile iron with DOa PSLE �PICLY WNRAY.
<br />2) All stirrups not in concrete shall have s bltnainous coating.
<br />3) Concrete shall only rose in contact with bends.
<br />WkrER LINE OFF -SET DETAIL
<br />(NO SCALE)
<br />r
<br />Z
<br />a
<br />2F'
<br />x
<br />U
<br />In
<br />e
<br />4
<br />tto
<br />U
<br />W
<br />_
<br />rr
<br />a
<br />v
<br />PARALLEL PERPENDICULAR
<br />CONSTRUCTION CONSTRUCTION
<br />CASE I
<br />CASE I f- CASE 2 ZONE ! C
<br />ZONE
<br />ZONE ZONE I W
<br />A
<br />B T
<br />s' ZONE D
<br />2 D 1
<br />C •\71 CASE 2
<br />i {.W-� I 5
<br />ZONE D
<br />ZONE 1
<br />W W1
<br />s' 24-
<br />ZI O ZONE
<br />N ti A ZONE C
<br />CASE I. NEW SEWER BEING INSTALLED
<br />ZONE A SEWER LINES PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED :N THIS ZONE WITHOUT
<br />APPROVAL cROM THE RESPONSIBLE HEALTH AGENCY AND WATER SUPPLIER.
<br />B. A SEWER LIME PLACED PARALLEL TO A WATER LINE SHALL BE CONSTRUCTED OF:
<br />I. EXTRA STRENGTH VITRIFIED CLAY PPE WITH COMPRESSION JOINTS.
<br />2, CAST OR DUCTLE WON PPE WITH COMPRESSION JOINTS
<br />3. REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS PER AWWA C302-141
<br />C 1 D A SEWER LINE CROSSING A WATER MAIN SHALL BE CONSTRUCTED OF.
<br />1 DUCTLE IRON PIPE WITH HOT BITUMINCIUS COATWG AND MECHANICAL JOINTS
<br />2 A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER ANWA 0302-741
<br />CENTERED OVER THE PPE BEING CROSSED.
<br />3. ANY SEWER PPE WITH A CONTINUOUS SLEEVE.
<br />DONLY 4, ANY SEWER PIPE SEPARATED BY A TEN -FOOT BY TEN -FOOT, FOUR-WCH THICK
<br />REINFORCED CONCRETE SLAB.
<br />NOTE. ZONE P 15 A PROHIBITED ZONE. SEC. 646301,1121 CAL. ADMINISTRATIVE CODE, TITLE 22..
<br />CASE 2. NEW WATER MAINS BEING INSTALLFO
<br />ZONE A NO WATER MAINS PARALLEL TO SEWERS SHALL BE CONSTRUCTED WITHOUT APPROVAL FROM
<br />THE HEALTH DEPARTMENT.
<br />B.Ic THE SEWER PARALLELING THE WATER MAIN DOES NOT MEET THE CASE 1,5 LONE, REOJI-
<br />REMENTS, THE WATER MAIN SHALL BE CONSTRUCTED OF:
<br />I DUCTILE PON PIPE WITH HOT BITUMINOUS COATING
<br />2. DIPPED AND WRAPPED ONE -FOURTH-WCH-THICK WELDED STEEL PPE.
<br />3. RENFORCED CONCRETE PRESSURE PPE. STEEL CYLINDER TYPE, PER AWWA IC300-74 OR
<br />C301-79 OR C303-701.
<br />C.IF THE SEWER CROSSING THE WATER MAIN DOES NOT MEET THE CASE 1. ZONE C.REOAREMENTS,
<br />THE WATER MAIN SHALL HAVE NO JOWTS W ZONE C AND BE CONSTRUCTED OF.
<br />1 1 SAME AS B 1--4 1
<br />D IF THE SEWER CROSSING THE WATER MAW DOES NOT MEET THE REQUIREMENTS FOR ZONE D.
<br />CASE I THE WATER MAW SHALL HAVE NO JOINTS WITHIN FOUR FEET FROM EITHER SIDE OF
<br />THE SEWER AND SHALL SE CONSTRUCTED OF.I SAME AS 91--4 I.
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<br />CITY OF TRACY O
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<br />STANDARD 506 J
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<br />ENGIN ERNo. 4'1
<br />C • Res No: 87- 36WATER/SEWE13 (�Rev: SEPARATIONRev: REQUIREMENT'S LU I-
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<br />4'6'• 5'-6' W/5 Side Walk
<br />0
<br />-6. W/IO*Sidewalk
<br />E - - Blue Relleclive
<br />u141/2" Outlet
<br />Povemenl Markers
<br />.) Focing Street
<br />E I Valve Box 16
<br />N If
<br />4' Concrete Pod
<br />(Note 5) I
<br />4" Agg. Bose Water Main
<br />Riser ` 6' Hydrant Bury 6"D. LP
<br />Spool- `� Thrust Block
<br />Or
<br />tNote 2)Restrained Joint
<br />r- "-~Send
<br />Bedding Polywrap As Per '
<br />6' AWWA- 0105
<br />6"Valve With Flanged
<br />Thrust Block Or Connection To Tee
<br />Restrained Joint
<br />Note 4 )
<br />NOTES:
<br />1. Hydrant shall have 1, 4 1/2" pumper outlet and 2, 2 1/2" hose
<br />and
<br />outlets Rich "Ranger" Model 960
<br />or approved equal. Hydrants
<br />9 P
<br />P 9
<br />all exposed parts shall be painted one coat primer and two
<br />finishing coats of Benjamin Moore Safety Yellow or Fuller O'Brien
<br />Highway Yellow.
<br />2. Riser Spools when used shall be the solid type. Break -off spools
<br />are not permitted. The bolts attaching hydrant to bury or spool
<br />shall be of the brake -off type, hex head, heavy American Standard.
<br />3. Valve shall be resilient wedge gate valve. Epoxy lined 6 coated.
<br />4. Thrust block shall have a minimum bearing surface of 10 ISfeet.
<br />5. Concrete pad shall be 41-6'x5'. Slope shall be 1/4• in 1' t:o curb.
<br />Concrete shall be Class "B• 2500 psi; 4" maximum slump; 3/4"
<br />maximum aggregate with 1/2 lb. lampblack per yard. Pad shall be
<br />finished to the specifications of the sidewalk.
<br />6. Hydro -Static testing required for runs in excess of one pipe
<br />length.
<br />7. Hydrants shall be located at P/L extension, at end of curb return,
<br />3 ft. from driveways, and near street lights,
<br />or as shown on plans approved by the CityAPPROVED BY
<br />Engineer. 1 Q
<br />CITY OF TRACY W N
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<br />REVJ•c%a✓'.ZIY��
<br />MANDARD 401
<br />No.
<br />FIRE HYDRANT
<br />CITY EN INEER RCE 1
<br />Ree No: 87-364 DATE: Dec. 22,1987
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<br />CITY OF TRACY W N
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<br />MANDARD 401
<br />No.
<br />FIRE HYDRANT
<br />CITY EN INEER RCE 1
<br />Ree No: 87-364 DATE: Dec. 22,1987
<br />Rev: Rev:
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