|
Rwmf 416"
<br />0 Back of Sidewalk
<br />2 6" 2,oil CL
<br />'�''�' f[ ty( NAILS E Blue reflective pavement marker
<br />41j2" outlet
<br />sq.
<br />Miss. i 5 ) rating street
<br />_$ Valve Box 1211
<br />•lm4t��
<br />� lV I 4'� Centrale Pod
<br />`� .. �^-(note 5)
<br />jJ 1{—i' � 1 • 4" A49• Bose ` water main,
<br />TYPICAL SECTIDM TH RU D i
<br />Riser ::- `, b Hydrant burry 6" ,
<br />TEE OUTLET DEAD TtfRUST spool : Thruat block
<br />(note 2) `
<br />.. oI a �....�
<br />6` "Volvo with flanged
<br />Thrust block connection to tee. .
<br />(note 4) ; ,.•
<br />NOTES:
<br />I. Hydrant sholl hove 1, 41/2" pumper outlet and 2,2 1/2" hose
<br />outlets, Rich "Ranger" Model 960, or approved equal. Hydrants
<br />and all exposed parts shall be painted one coot primer and
<br />two finishing coots of Fuller -O'Brien Company bright yellow,
<br />I
<br />number 312-35 H.D. Ind. Enamel,
<br />Thrust block
<br />611
<br />2. Riser spools when used shall be the solid type. Break -off spools
<br />Common brick.'
<br />MOTES I Au thrust bioeM $hall be pewee
<br />ore not permitted. The bolts attaching hydrant to bury or spool
<br />continuous
<br />.oaMnat intw,bw aa" ons .Ives
<br />be cswe "B' Concrete.
<br />shall be of the break -off type,hex head,heavy American Standard.
<br />for support'
<br />2 Thrust block dkmmwm Aare
<br />3. Volvo shall be resilient wedge gots valve. Epoxy lined a coated. •,
<br />i........i"'
<br />9111161116. 36.1
<br />ealealeted to anew a Sou
<br />4. Thrust block shall hove a mininum bearing surface of 10 sq. feet.
<br />i
<br />begins 1011e o, 4000 PWAO
<br />5. Concrete pod shall be 4r-6"x5� slope shall be IM" in I' to Curb.
<br />III`��Illli
<br />t��
<br />IIIII��
<br />_. STREET SUBGRADE7
<br />•
<br />EiQ?�®
<br />tQ.3i •
<br />W=1A
<br />Ct-A
<br />�■■�-�_�,r_�;•��rA+rtsa,�
<br />6. On industrial, arterial and thoroughfare steets,hydrant shall be
<br />� �_
<br />t'fGl�'iICfICCa/
<br />centered 2 1/2 ft, behind face of curb.
<br />L41' M 1 N. PEA
<br />E
<br />7. Hydrants shall be locotedat P/L extension, of - ROVED, By
<br />8"ham Niles
<br />(
<br />end of curb return, 3ft from driveways, and near
<br />C1 A over
<br />street lights,or as shown on plans approved
<br />Boa- hristy 89 or Brooks 36
<br />!
<br />GRAVEL 'BEDDING
<br />by the City engineer. FIRECHIEFGATE:
<br />Cover -Christy ClS or Brooks 36T
<br />I. -Is Q-A
<br />2"Gots valve with 2"Dia. close nipple with marked "water"
<br />shed and cr011!//tl4Cf¢d
<br />threaded cap (greased d hand fight)
<br />" CITY OF TRACY
<br />'S
<br />rJ.aayto �.
<br />�. SLP
<br />I717F
<br />{-•r•.re}�.�
<br />IS
<br />'..
<br />r `
<br />_ '
<br />E3Q3iE)Q�Ai
<br />� a. �E3i'�3i�Q�1i
<br />6` "Volvo with flanged
<br />Thrust block connection to tee. .
<br />(note 4) ; ,.•
<br />NOTES:
<br />I. Hydrant sholl hove 1, 41/2" pumper outlet and 2,2 1/2" hose
<br />outlets, Rich "Ranger" Model 960, or approved equal. Hydrants
<br />and all exposed parts shall be painted one coot primer and
<br />two finishing coots of Fuller -O'Brien Company bright yellow,
<br />I
<br />number 312-35 H.D. Ind. Enamel,
<br />Thrust block
<br />611
<br />2. Riser spools when used shall be the solid type. Break -off spools
<br />Common brick.'
<br />MOTES I Au thrust bioeM $hall be pewee
<br />ore not permitted. The bolts attaching hydrant to bury or spool
<br />continuous
<br />.oaMnat intw,bw aa" ons .Ives
<br />be cswe "B' Concrete.
<br />shall be of the break -off type,hex head,heavy American Standard.
<br />for support'
<br />2 Thrust block dkmmwm Aare
<br />3. Volvo shall be resilient wedge gots valve. Epoxy lined a coated. •,
<br />i........i"'
<br />9111161116. 36.1
<br />ealealeted to anew a Sou
<br />4. Thrust block shall hove a mininum bearing surface of 10 sq. feet.
<br />i
<br />begins 1011e o, 4000 PWAO
<br />5. Concrete pod shall be 4r-6"x5� slope shall be IM" in I' to Curb.
<br />par $a"" too.
<br />Concrete sholl be Class "B" 2500 psi; 4"moximum slump; 3/4" maximum
<br />TYPE D
<br />_. STREET SUBGRADE7
<br />aggregate with 1/21b. lompblock per yord. Pad shall be finished
<br />�....�I a ice.
<br />to the specifications of the sidewalk.
<br />THRUST BLACK DETAILS
<br />6. On industrial, arterial and thoroughfare steets,hydrant shall be
<br />centered 2 1/2 ft, behind face of curb.
<br />L41' M 1 N. PEA
<br />E
<br />7. Hydrants shall be locotedat P/L extension, of - ROVED, By
<br />8"ham Niles
<br />(
<br />end of curb return, 3ft from driveways, and near
<br />C1 A over
<br />street lights,or as shown on plans approved
<br />Boa- hristy 89 or Brooks 36
<br />!
<br />GRAVEL 'BEDDING
<br />by the City engineer. FIRECHIEFGATE:
<br />Cover -Christy ClS or Brooks 36T
<br />I. -Is Q-A
<br />2"Gots valve with 2"Dia. close nipple with marked "water"
<br />shed and cr011!//tl4Cf¢d
<br />threaded cap (greased d hand fight)
<br />" CITY OF TRACY
<br />'S
<br />rJ.aayto �.
<br />�. SLP
<br />I717F
<br />{-•r•.re}�.�
<br />IS
<br />'..
<br />R[y. e•T[ eT ' t .. [ITT [Ke1Ntt RC[ 14942
<br />$"*I$ ev (. me'. � FIRE HYDRANT eT•K••#e J. OI_�A
<br />Cor[ .14- N"Ne[K
<br />/
<br />99WIU with materlaie 04W to or
<br />bettor than the exialing pavement
<br />in gKtfity and thfclmleaa Or e
<br />IndniRmwR of 2' A.0 d 4"A.t�,.E:iatiip
<br />Compact N le max, taro"
<br />to a milqrelative aompa a iom _ _«
<br />d 96%vmder povanmd and —
<br />shoulk srs, and 90%
<br />outside shoulders. —
<br />Compact kt 24"mox.layers
<br />to a minimum
<br />relative compaction O•�
<br />of 85 %..
<br />Compact m 6" layers
<br />t to a minimum to" Q.O. 10"
<br />relative Compaction M,n 'Mo,
<br />v Mit. of 90'11,. 0 D+20" Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES,
<br />L Rotative compaction of materials shill be tested by the State of California,
<br />OW. of Transportation Testing Manuel, test method No. California 216 or 231.
<br />2. AN existing povemeM 04H be molly out to line prior to trench excavation.
<br />1 •string or on di will be permitted wNhin the shoot 11W of Way with 3 year bond.
<br />4,,* Whom SNtwm by sal composition and compactfbility, ninety percent (90%)
<br />Compaction may be used, when approved by the Director of Public Works.
<br />•i�"� Ilrsr•AMIr�srllAflAflf�l;
<br />NO Rtiel 0AY19n "• • r as«• of
<br />TYPICAL TRENCH BACKFIwII I ,pp ovaD eV
<br />#AyIIN• T M MY MMATA
<br />•q
<br />c week) - _.+,e COUNTY Off' SAN JOAQUIN -
<br />C& [ K DEPARTMENT OF PubLIC WORKS STANDARD Ito. A -T
<br />_ ileP r WATER .VALVE A ct?iAff01RM 0 E.P
<br />I~; CITY OF TRACY INSTALLATION
<br />STANDARD METER
<br />COUPLING TAILPIECE _ 1
<br />• .. • . Finished 9rAfde j-„,�,-,,, _._.._ .-- -'- ---- ---
<br />leL
<br />Trlcnr:hA
<br />• r r� CONFORM
<br />,......, ' r. (Tyles•! Exist) WidtA
<br />ANGLE :� .a /Z' Min.
<br />CITY OF TRACY = WATER BLOWOFF
<br />INSTALLATION
<br />STOP
<br />Thrust block
<br />611
<br />8••
<br />Common brick.'
<br />12"
<br />1
<br />continuous
<br />'•
<br />1
<br />for support'
<br />i........i"'
<br />9111161116. 36.1
<br />2
<br />E
<br />4
<br />Irmotallation Ste
<br />T� SM. Plans
<br />8
<br />TYPE F
<br />TYPE D
<br />_. STREET SUBGRADE7
<br />�....�I a ice.
<br />,
<br />L41' M 1 N. PEA
<br />E
<br />8"ham Niles
<br />(
<br />C1 A over
<br />0..o" AI7C CNKmfe over
<br />�
<br />Boa- hristy 89 or Brooks 36
<br />!
<br />GRAVEL 'BEDDING
<br />E
<br />Cover -Christy ClS or Brooks 36T
<br />2"Gots valve with 2"Dia. close nipple with marked "water"
<br />shed and cr011!//tl4Cf¢d
<br />threaded cap (greased d hand fight)
<br />r- 4
<br />I717F
<br />See STO PLAN 123
<br />'6
<br />r `
<br />so OR
<br />* dtno*4 Existing AadrVa,
<br />2" Gaiv. pipe
<br />no -five moyitr' /•
<br />HIGH DENSITY POLY-
<br />Collar Tifco • 60 I • .
<br />.'
<br />:!.:.
<br />topped cop a •.''t=, �::'`_� a;
<br />'• til.• r•'•'.:''' .;.
<br />g•
<br />• Thrust block
<br />etfension
<br />!r - ` •••�• •'�. bearing area
<br />t
<br />_ - ', ' • (See chart below)
<br />t
<br />A.C. PIPE
<br />SIZE.
<br />. . � 3'-3” Moa• � le"
<br />I
<br />NOTEsr
<br />I. Backfill shall Conform to STO PLAN
<br />501
<br />• I
<br />II
<br />Drown FF 60
<br />Ghenk•t ZAK
<br />tez!lo 10•IB•?9
<br />r- B
<br />.r. \,;
<br />B 7i'sf►eh
<br />(T vesical)
<br />METER
<br />STOP
<br />-
<br />611
<br />8••
<br />i?;
<br />12"
<br />For Valve, box and
<br />size
<br />'•
<br />i........i"'
<br />9111161116. 36.1
<br />2
<br />E
<br />4
<br />Irmotallation Ste
<br />T� SM. Plans
<br />8
<br />TYPE F
<br />TYPE D
<br />_. STREET SUBGRADE7
<br />,
<br />L41' M 1 N. PEA
<br />E
<br />8"ham Niles
<br />(
<br />C1 A over
<br />0..o" AI7C CNKmfe over
<br />�
<br />MIN. I BELOW SUBGRADE
<br />WITH 3MIN. •COVER
<br />!
<br />GRAVEL 'BEDDING
<br />E
<br />OZ
<br />exiling povfad dritlwAd,/.
<br />shed and cr011!//tl4Cf¢d
<br />I717F
<br />so OR
<br />* dtno*4 Existing AadrVa,
<br />no -five moyitr' /•
<br />HIGH DENSITY POLY-
<br />D},eraf,ng nO
<br />g•
<br />ETHYLENE I"TUBING
<br />etfension
<br />t
<br />A.C. PIPE
<br />SIZE.
<br />I
<br />"9 N+er"reJ 0.0# •A.,Gr'
<br />k
<br />!'•I! &$D Airk IIIIft ch &Sal►
<br />.^
<br />C • ' Trrerneh Reaurfaeirg
<br />I° CORP. STOP
<br />NOTES.
<br />_
<br />IAV
<br />(Iron pipe thread)
<br />1. METER TYPE AND'SIZE�,.
<br />SHALL BE DETERMINED BY
<br />I
<br />lmiatlir "h,•ed a+MeA+jr
<br />}
<br />ENGINEERING AND FURNISH
<br />• .vewl
<br />��
<br />BRONZE DOUBLE. -'..8
<br />INSTALLED BY THE
<br />r�a�rEs:
<br />t ��
<br />STRAP SERVICE.
<br />SADDLE
<br />CONTRACTOR.
<br />2. SPACER TO BE 7 1/211 FOR
<br />j. VAIVes shall be one of the followin
<br />"f
<br />1 55,
<br />5/8"x 3f4" METERS 10 3�F"
<br />/I 8u}ttrfly vAlVcs: Rubber sea}ed9+iyMf closing type treefI'm or
<br />' CTf>3!V /R" Ila
<br />�w
<br />�I �r1 3F1 El •!a
<br />CONNECTION AT MAIN
<br />FOR 1 METERS.
<br />3, N0, 14 GAUGE COPPER WIRE
<br />A. C504. Vslve bad shall tat c% ;roH,A.S•TM. A126
<br />e><ctading AWW y
<br />Claes 13 1$-8 typo 304sisll body staff". Valve vane shfifl
<br />.'
<br />LAID ON TOP OF AND ALONG
<br />wlfh sfttl
<br />bit cast rron A.irTK A0 Class 40 with rubber stat secure' with Cit
<br />ME -TER BOX
<br />FULL- LENGTH OF EACH
<br />POLYETHYLENE PLASTIC
<br />ptft'ral 18.9 sl'aitflless ofeel clamp ring and 19-5 4,+A;MI066 -6%041 nv)oM
<br />'TI=CAL
<br />DRIVEWAYS
<br />..
<br />3/4"4.
<br />SERVICE.
<br />locked 44relyl AIALvWr otaf shall W Al full circle 3lo0'seafeed not
<br />,P
<br />�
<br />CH x
<br />CHRISTY B9X w -G-{5 LID
<br />t
<br />METER BOX SHALL BE SET
<br />aefrafed boV4ht value shsf+. FAakin shall W "fr► It seal"
<br />� 9
<br />I
<br />CHRISTY 9FLD w -READ LID
<br />BROOKS 36H w -READ LID
<br />TO ALLOW METER TO BE
<br />READ FROM THE READING
<br />LID,
<br />jilted for �pt�eerMilkitent antler round dhtfy. Valve
<br />rubber des) 9
<br />operator shill be of f'h$ traveling -oaf type,seslddjasekelfed aMd
<br />111 - • lulpriciefed fore-seert/Ice. It shall wifoRSfand an. 1nPW'F .tut of 717V TT. TT. lbs.
<br />BKOOXS 37-H w -READ LID A Gatt vslvss: As dehhown oM tine list of Alamilled..CflAfdriBtfi..
<br />CHRISTY 16 w- G-30 LID
<br />QUIPMENT SCHEDULE (QR APPROVED EQUALS) Opdrati» nuts sIgsil be raised to wi+kin 4' of finished street grslde.
<br />METER SIZE CORP. STOP ANGLE METER STOP !� For lova ions s
<br />s of'Valvetd SfsndMrd f (An 1001. _ " M
<br />" CORP sk Vslwrs shall in it#ad by mamiifacfl.trer ** followsr 6 : Ir /PI
<br />p;i; /4
<br />And IAlrjer-15apsn • in AfQits, hydros}otic tants sgein4f fhe fully closed
<br />JONESvalve varies sha# tat dealt as follows: 4r-12" 360psi', If"and Jsrytr 300psi-
<br />I" JONES J-3402 FORD KVP23W (It3/4)
<br />AP ROVED BY:
<br />I" WATER SERVICE
<br />TE R VtStON eats' SLIP Appral•sd by
<br />AWN M CITY ENGINEER t[*�s"•' ST© �j
<br />T I CITY OF TRACY STANDARD d • !W PLAN 0G�...
<br />SCALE N.T.S. PLAN NO. s V 3. I,.. ... "._ '!wKmarr Dareten.#t6i ptrec.ty _.
<br />RMI POtCEMR iiiiYl"f!0 OYrE LMY�NOED�DRAM BY DAI
<br />_ ,,,,, Diq'!t
<br />COUNTY OF SAN JDAQU{N II SCALE If
<br />120y
<br />1516
<br />CONSTRUCTION NOTES a DETAILS I PROJECT
<br />11
<br />Approved by
<br />MINIMUM THRUST BLOCK "FARING AREAS
<br />IN SQUAREFEET
<br />MAIN
<br />611
<br />8••
<br />10"
<br />12"
<br />14"
<br />size
<br />'•
<br />BEARING
<br />AREA
<br />2
<br />3
<br />4
<br />6
<br />8
<br />STD
<br />l#t Director PLAN 404:
<br />RECORD DRAW
<br />Corrections By _ QAYlf2-- $fbTA1*K
<br />#VaChenges By ...—
<br />Date _1Q'�ITI
<br />Any Person Using This Di,jwi°'g Shvoir6 d.�rry
<br />Alt 41f;'Ku4WIl By Inspectln& The S09 Qt V,9LK
<br />LARCH CLOVER
<br />WATER SYSTEM
<br />L
<br />a
<br />C•
<br />SHEET TOTAL
<br />N0. tHEtTt
<br />'•
<br />
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