|
.t®
<br />11
<br />NOTES:
<br />i I. The future extension stub shall be. tested and chlorinated with the
<br />- rest of the main and blown off through the galvanized iron pipe.
<br />2. Blow off shall be 2"galvanized iron pipe (6"a B" main) or 4"
<br />galvanized iron pipe (10" 8 12" main).
<br />3. Traffic boxes shall be Christy G5 or approved equal.
<br />Blow Off lotion
<br />u
<br />.1
<br />d d Coualing B Plug
<br />IN
<br />t-Polywra
<br />s: Clpss "B"Concrete a 01!1J.d.'.isrr.bad
<br />Slab 3:3Y8"
<br />AMJ Plug Tapped 2"or 4"alIron
<br />+ Ductile Iron Pipe, V_TC
<br />t ThrustBlock"
<br />A
<br />f 6' Min.
<br />Joint a Adaptors As Required Dimension E = Min. Width
<br />Minimum Dimensions For Thrust Blocks
<br />Pipe Size A 8 C D E
<br />REVI WE�ANN
<br />ADARD 409
<br />No.
<br />1'-0"
<br />6"
<br />Res No: 87-364 DATE Dec. 22,1987
<br />BLOW OFF FOR
<br />FUTURE EXTENSION
<br />WITH VALVE
<br />8"
<br />I'-4"
<br />1'-2"
<br />Adapter
<br />8 Bypass Pipe Bross -Copper
<br />�Il��rjPii�ll� �
<br />10"
<br />1'-9"
<br />1'-6"
<br />10"
<br />10 Spool
<br />w
<br />12"
<br />2'-0"
<br />1'-8"
<br />1'- 0"
<br />Bypass Size 1
<br />CITY OF TRACYC=NGINEFR RCE Z2601
<br />SECTION A - A
<br />10IIIIIIIIIIII1
<br />s
<br />REVI WE�ANN
<br />ADARD 409
<br />No.
<br />CITY ENGINEER RCE /22601
<br />1 -
<br />Res No: 87-364 DATE Dec. 22,1987
<br />BLOW OFF FOR
<br />FUTURE EXTENSION
<br />WITH VALVE
<br />Rev: Rea:
<br />Rev: Rev:
<br />r f
<br />f �
<br />BEND5 DEAD M25 TEES
<br />NOTE5:
<br />I. Concrete shall be Class 6 2500psi minimum at 28 days.
<br />2• Thrust blocks shall 6e placed again,,+ undisfrubed soil
<br />3. Minimum bearing areas are shown in the above +a61e.
<br />4 Thrust blocks will be wedge-shaped and shall not overlap bell on
<br />fittings or interfere wl+h bol+s on flanges.
<br />THRUST 6LOCK AREA RE IJIRED
<br />Allowable soil bearing value —2500 ounds Per s uare foot.
<br />Fii'tings (o" line 8" line 10" lino IV line
<br />A 6 G A B G A B C A B C
<br />22 i2° bend I' I' -G" I' 2' 2' I: 3' 2' I' -(o" 3' 3'
<br />45' bend I' Z' 2' I'•lv" 3' 2=G" 3'6' 3' 2' 4'
<br />90° bend 3' 3' 4' 3' Z' 5' GF' 2' 7' 4'
<br />Dead end I' 2=6" 2' 3' 3' 2' 4' 3=/°" 5' 4,
<br />CITY OF TRACY
<br />REVIEW D
<br />STANDARD
<br />PLAN 423
<br />No.
<br />CITY ENGINEER RCE /22601
<br />0 '
<br />Res No:87-364 DATE: 6ec 22,1987
<br />THRUST BLOCK
<br />Rea:Rev:
<br />Rev: Rev:
<br />O
<br />Adapter
<br />8 Bypass Pipe Bross -Copper
<br />�Il��rjPii�ll� �
<br />Gate Valve
<br />9 Bypass Gate Valve
<br />O O
<br />Reducing Tee
<br />10 Spool
<br />w
<br />Weight
<br />11--
<br />Z
<br />Bypass Size 1
<br />2" 3"
<br />3" 1
<br />4"
<br />z
<br />6J
<br />U
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<br />Tee
<br />I' Z[(d
<br />2'
<br />I' -(p"
<br />3'
<br />3'
<br />2'
<br />4' 3'-(e"
<br />Z'
<br />5'
<br />4'
<br />CITY OF TRACY
<br />t�sro i`II'1mL. I /pJIr LUTrV
<br />AA
<br />REVIEW D
<br />STANDARD
<br />PLAN 423
<br />No.
<br />CITY ENGINEER RCE /22601
<br />0 '
<br />Res No:87-364 DATE: 6ec 22,1987
<br />THRUST BLOCK
<br />Rea:Rev:
<br />Rev: Rev:
<br />t�sro i`II'1mL. I /pJIr LUTrV
<br />AA
<br />To Oovo/e Check
<br />OrRROevm�
<br />B
<br />No.
<br />NAME
<br />ROCKWELL
<br />I
<br />Rockwell Meter
<br />6 1 90" Elbow
<br />2
<br />Coupling
<br />7 90" Elbow
<br />O
<br />Adapter
<br />8 Bypass Pipe Bross -Copper
<br />�Il��rjPii�ll� �
<br />Gate Valve
<br />9 Bypass Gate Valve
<br />O O
<br />Reducing Tee
<br />10 Spool
<br />To Oovo/e Check
<br />OrRROevm�
<br />B
<br />No.
<br />NAME
<br />ROCKWELL
<br />I
<br />Rockwell Meter
<br />6 1 90" Elbow
<br />2
<br />Coupling
<br />7 90" Elbow
<br />3
<br />Adapter
<br />8 Bypass Pipe Bross -Copper
<br />4
<br />Gate Valve
<br />9 Bypass Gate Valve
<br />5
<br />Reducing Tee
<br />10 Spool
<br />NOTES
<br />I. Project Engineer to determine meter
<br />type - Compound, Turbine or Positive
<br />displacement.
<br />2. All Turbine Meter shall have a
<br />strainer immedeately upstream with
<br />appropriate size box.
<br />DIMENSIONS
<br />1 2" 1 3"
<br />4"
<br />6"
<br />A.Over All Length
<br />1631
<br />73
<br />86
<br />a width Pfpe (E To Bypass
<br />19 1
<br />2i
<br />26
<br />C. Pipe ti To Mcximun Height
<br />1 1 161
<br />17
<br />1 21
<br />Main Line Width
<br />to
<br />w
<br />Weight
<br />11--
<br />Z
<br />Bypass Size 1
<br />2" 3"
<br />3" 1
<br />4"
<br />CITY OF TRACY
<br />5/9'dio.x l I/'long course thread brass hex
<br />head bolts to be rislatied when riser
<br />is placed in easement.
<br />3' _ Closs'B Concrete Slab
<br />n
<br />=w7
<br />16o
<br />Edge Of jTrench "' \ /
<br />ni- °- 1&'x 1'Pickhole -
<br />CONCRETE SLAB DETAIL
<br />V16� /16'
<br />Slope Concrete Up To Top
<br />Of Cover (Easement Only) 24/8
<br />_
<br />Street Grade T '
<br />\ 2 AC
<br />v I'd,
<br />p .
<br />See Concrete
<br />Slab Detail \
<br />ro
<br />Compacted Pipe Bedding
<br />1/2'
<br />In" \
<br />CAST IRON FRAME B COVER
<br />Teichert s6687
<br />Pinkerton A- 211
<br />Phoenix P-7002
<br />C
<br />0
<br />N
<br />lii
<br />as
<br />Sanitary Sewer Pipe
<br />C 1l Y OF TRACY
<br />s ••s
<br />IIIIIIIIWUII� 11
<br />FOR VALVE BOX 8
<br />INSTALLATION SEE
<br />STD. PLANS.
<br />'B" PVC (C9OO)
<br />POLYWRAP (Typical)
<br />DUCTILE IRON PIPE
<br />NOTES 6" Sand Bedding
<br />1. Valves shall be one of the following:
<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 Class B with 18-8 type 304 stainless steel body seat.
<br />Valve vane shall be cast iron A.S.T.M. A 48 Class 40 with rubber seat
<br />aecured with an integal 18-8 stainless steel nylon locked screws.
<br />Rubber sea[ 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 torqueof450 ft. lbs. Only valves on approved
<br />materials list shall be used.
<br />B. Gate Valves: 10" and smaller as shown on list of approved materials.
<br />2. Operating nuts shall be raised to within 4' of finished 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 follower 6" - 12" 175 psi 14"
<br />and larger - 150 psi. 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 GSC lid.
<br />CITY OF TRACY
<br />1
<br />REVIEWED- BY
<br />STANDARD
<br />MAN 202
<br />CITY � IN 6 I
<br />7
<br />Res No: 87- 364 JDAI E : Dec.22, 1987
<br />FLUSHING
<br />INLET
<br />J
<br />Rev: New
<br />Rev: Rev:
<br />s ••s
<br />IIIIIIIIWUII� 11
<br />FOR VALVE BOX 8
<br />INSTALLATION SEE
<br />STD. PLANS.
<br />'B" PVC (C9OO)
<br />POLYWRAP (Typical)
<br />DUCTILE IRON PIPE
<br />NOTES 6" Sand Bedding
<br />1. Valves shall be one of the following:
<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 Class B with 18-8 type 304 stainless steel body seat.
<br />Valve vane shall be cast iron A.S.T.M. A 48 Class 40 with rubber seat
<br />aecured with an integal 18-8 stainless steel nylon locked screws.
<br />Rubber sea[ 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 torqueof450 ft. lbs. Only valves on approved
<br />materials list shall be used.
<br />B. Gate Valves: 10" and smaller as shown on list of approved materials.
<br />2. Operating nuts shall be raised to within 4' of finished 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 follower 6" - 12" 175 psi 14"
<br />and larger - 150 psi. 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 GSC lid.
<br />CITY OF TRACY
<br />1
<br />R VIEW D
<br />STANDARD
<br />No. 402
<br />CITY ENGINEER6 0
<br />Res No:87-36
<br />WATER VALVE
<br />INSTALLATION
<br />Rev: Rev.
<br />Rev: Rev:
<br />Adjust To Grade After Paving.
<br />Cost Ito
<br />3' Min, 15' Max. Reinforced n^og And Cover
<br />1 I/2"A.C.
<br />Concrete Grade Ring.!
<br />Precast Reinforced Concrete "":`"f•'
<br />Concrete Collar
<br />Manhole Cone Conforming
<br />To Pipe Section Specification ,
<br />:'. 24
<br />s . "
<br />Manhole Pipe Section
<br />r
<br />Conforming To ASTM
<br />48" i.
<br />C 478- Latest Revision
<br />Slope 8'Per FoolWith 4' Min. Wall
<br />�•{
<br />Match atch Crowns
<br />6
<br />3, r
<br />�.
<br />Grout
<br />P
<br />:
<br />oured Concrete Bose---.e
<br />2'Min._
<br />14
<br />I_ _I
<br />r —I
<br />t 5' 10"
<br />NOTES:
<br />1. All joints shall be sealed Ram-nek or Kent -Seal 12.
<br />A r- '� 3"R A 2. Backfill around PIH shall have 951 compaction.
<br />Concrete shall be: five sack Class •B" 2500 PSI
<br />at 28 days; 4" max. slump; 3/4' max. aggregate.
<br />.A,.. 4. No joints in the pipe will be permitted within the
<br />.1. ,.. manhole.
<br />it ,
<br />5. Pipes shall have at least one joint within 3 feet
<br />from manhole.
<br />CITY OF TRACY
<br />a^" n
<br />p
<br />..
<br />`~
<br />REV EWED �Ye/
<br />rDARD 301
<br />No.
<br />NG R
<br />Res No:87-364 DATE:Dec.22,1987
<br />-
<br />MANHOLE
<br />Rea: RCV-
<br />Rev- Rev:
<br />46 5•-6 W/5' Sidewalk
<br />0'-fi' W/10' Sidewalk
<br />0 2' 6' 2'
<br />E Blue Reflective
<br />t041/2' Outlet Pavement Markers
<br />C- .l Facing Street
<br />E I Valve Box 6'
<br />N
<br />4' Concrete Pod
<br />(Note 5)
<br />4" Agg. Bose Water Main
<br />�.
<br />Riser ; vv 6" Hydrant Bury 6" D.I.P.
<br />Spool- vv Thrust Block
<br />Or
<br />(Note 2) --
<br />t ' � `�Sarid _ RestroAd Joint
<br />T Beddin Polywrap As Per
<br />6' g AW WA -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 />outlets, Rich "Ranger" Model 960, or approved equal. Hydrants and
<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 & coated.
<br />4. Thrust block shall have a minimum bearing surface of 10 sq. feet.
<br />5. Concrete pad shall be 4'-6"x5'. Slope shall be 1/4" in 1' to 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 City APPROVED BY
<br />Engineer. ; '0 L
<br />CITY OF TRACY
<br />Initial Cut
<br />Asphalt Concrete/Concrete
<br />Final Saw Cut (Typ.) Existing Thickness Of
<br />I 7Povement (Typ.)
<br />y.
<br />III/3, x Exist A.C.-1 .(Tin. I 2'
<br />i Min. Aggregate Base 95
<br />Relative Compaction Or Use
<br />One (1) Sock Slurry Mix
<br />Aggregate Base 90
<br />Relative Compaction Or Use
<br />One Sack Slurry Mix (One
<br />Sack Of Cement To One
<br />1 Cubic Yard Of Sand )
<br />Bedding" B'• 12 'Mini;':"
<br />Pipe Bedding Zone
<br />90" Relative Compaction
<br />0 action
<br />Bedding "A"`�', t p
<br />1/2 OD
<br />(6" Min.)
<br />DIMENSION "W"
<br />y
<br />W= 6" For 18" Diameter Or Less PR/ME COAT SNAGG BE REGU/REO ABOVE
<br />W = 10" For 21" To 36" Diameter AGGREGATE BASE OR SLURRY M/X FOR
<br />W - 12" For 39" Diameter Or Larger ASPHALT CONCRETE
<br />TYPE I
<br />STREETS - TRENCH BACKFILL AND
<br />RESURFACING DETAIL
<br />CITY OF TRACY
<br />RVI W D L? v � DARD
<br />%AN
<br />CITY ENGINEERC No. 501 SHEET 1 OF 4
<br />Res No: 89-295 DATE July 18, 1989 TRENCHING &
<br />Rev. Rev: RESURFACING
<br />Rev: Rev:
<br />FACE OF CURB
<br />FIRE HYDRAN
<br />AT MID BLOCK
<br />CITY OF TRACY
<br />OF CURB
<br />P ''o
<br />REVIEW D
<br />PLAANDARD 401
<br />No.
<br />ENGINEER RCE I
<br />�CITY
<br />1
<br />Res No:87-364 DATE Dec. 22,19 87
<br />FIRE HYDRANT
<br />Rea: Rev:
<br />Rev: Rev:
<br />Initial Cut
<br />Asphalt Concrete/Concrete
<br />Final Saw Cut (Typ.) Existing Thickness Of
<br />I 7Povement (Typ.)
<br />y.
<br />III/3, x Exist A.C.-1 .(Tin. I 2'
<br />i Min. Aggregate Base 95
<br />Relative Compaction Or Use
<br />One (1) Sock Slurry Mix
<br />Aggregate Base 90
<br />Relative Compaction Or Use
<br />One Sack Slurry Mix (One
<br />Sack Of Cement To One
<br />1 Cubic Yard Of Sand )
<br />Bedding" B'• 12 'Mini;':"
<br />Pipe Bedding Zone
<br />90" Relative Compaction
<br />0 action
<br />Bedding "A"`�', t p
<br />1/2 OD
<br />(6" Min.)
<br />DIMENSION "W"
<br />y
<br />W= 6" For 18" Diameter Or Less PR/ME COAT SNAGG BE REGU/REO ABOVE
<br />W = 10" For 21" To 36" Diameter AGGREGATE BASE OR SLURRY M/X FOR
<br />W - 12" For 39" Diameter Or Larger ASPHALT CONCRETE
<br />TYPE I
<br />STREETS - TRENCH BACKFILL AND
<br />RESURFACING DETAIL
<br />CITY OF TRACY
<br />RVI W D L? v � DARD
<br />%AN
<br />CITY ENGINEERC No. 501 SHEET 1 OF 4
<br />Res No: 89-295 DATE July 18, 1989 TRENCHING &
<br />Rev. Rev: RESURFACING
<br />Rev: Rev:
<br />FACE OF CURB
<br />FIRE HYDRAN
<br />AT MID BLOCK
<br />CITY OF TRACY
<br />OF CURB
<br />P ''o
<br />REVIEW D
<br />STANDARD
<br />PLAN407
<br />CITY ENGINEERNo.
<br />r /
<br />Res No:87-364 DATE Dec.22,1987
<br />BLUE REFLECTIVE
<br />MARKER PLACEMENT
<br />Rev. Rev:
<br />Rev: Rev:
<br />L/ 11
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<br />SHEET NO.
<br />3
<br />108 N0.
<br />N401789.20
<br />
|