|
5-6" W/S' Sidewalk 6" i A
<br />4'6 FINISHED GRADE ---- -
<br />(Note 2) ''•
<br />", Restrained Joint
<br />0'-6' W/10' Sidewalk
<br />�11�I��I��r��=��1II�,Itl�l
<br />0
<br />Sand
<br />Rockwell Meter
<br />I I
<br />Bedding Polywrap As Per
<br />0 2' 6' 1 2
<br />1 �_
<br />6' AWWA-C105
<br />Adapter
<br />I I
<br />:� t,
<br />t I I
<br />DUCTILE IRON PIPE
<br />E
<br />Thrust Block Or Connection To Tee
<br />Blue Reflective
<br />10 Spool
<br />Restrained Joint
<br />10"
<br />9"
<br />-�
<br />,)
<br />41/2" Outlet
<br />Facing Street
<br />Pavement Markers
<br />Bypass Size
<br />' .
<br />.. FOR VALVE BOX 8
<br />-
<br />E
<br />Engineer.
<br />g
<br />Valve Box 6
<br />1. Valves shall be one of the following:
<br />UJI- lir
<br />INSTALLATION SEE
<br />°N
<br />outlets, Rich "Ranger" Model 960, or approved equal. Hydrants and
<br />A. Butterfly valves; 12" and larger rubber seated, tight closing type
<br />y
<br />-
<br />STD. PLANS.
<br />r,;;:';;1;,^•,
<br />c•.:,.:.>... - .�
<br />psi
<br />4' Concrete Pod
<br />TH9U5T
<br />Z
<br />-
<br />Valve vane shad be teat iron A.S.T.M. A 48 Claes 40 with rubber seat
<br />5. Valve Box: Brooks 3 -RT or Christy G5 with G5C lid.
<br />Highway Yellow.
<br />secured with an integal 10-8 stainless steel nylon locked screws.
<br />Crushed Rock 60min.
<br />flllowalble
<br />sol I 6earing value - 2500 pwounds
<br />per s uare foo+.
<br />Fi++iNgs
<br />/o line
<br />to
<br />8" line
<br />t' f th id lk
<br />12' line
<br />4" Agg. Bose
<br />Water Main
<br />i
<br />A
<br />8" PVC (C 900)
<br />A
<br />}.:
<br />Riser
<br />6" Hydrant Bury
<br />6" D.I.P.
<br />C
<br />22 %za bend
<br />1' l'do"
<br />Spool- `
<br />1'
<br />,.
<br />�•: Thrust Block
<br />2'
<br />1'
<br />3'
<br />2'
<br />1'-G"
<br />3'
<br />! Or
<br />f ^
<br />45' bend
<br />POLYWRAP (Typical)
<br />2'
<br />(Note 2) ''•
<br />", Restrained Joint
<br />NAME
<br />�11�I��I��r��=��1II�,Itl�l
<br />0
<br />Sand
<br />Rockwell Meter
<br />ROCKWELL TOUC
<br />(Note 2) ''•
<br />", Restrained Joint
<br />NAME
<br />ROCKWELL
<br />Sand
<br />Rockwell Meter
<br />ROCKWELL TOUC
<br />Bedding Polywrap As Per
<br />coupling
<br />READOUT SYSTEM
<br />6' AWWA-C105
<br />Adapter
<br />8 Bypass Pipe Brass -Copper
<br />6'Valve With Flanged
<br />DUCTILE IRON PIPE
<br />9 Bypass Gate Volvo
<br />Thrust Block Or Connection To Tee
<br />Reducing Tee
<br />10 Spool
<br />Restrained Joint
<br />or as shown on plans
<br />9"
<br />( Note 4 )
<br />4. Valves shall be tested by manufacturer as follower 6" - 12. 175 psi 14"
<br />rnk
<br />Bypass Size
<br />NOTES 6' Sand Bedding
<br />- - -
<br />- -
<br />NOTES:
<br />'I
<br />Engineer.
<br />g
<br />1. Valves shall be one of the following:
<br />UJI- lir
<br />1. Hydrant shall have 1, 4 1/2" pumper outlet and 2, 2 1/2" hose
<br />9"min
<br />outlets, Rich "Ranger" Model 960, or approved equal. Hydrants and
<br />A. Butterfly valves; 12" and larger rubber seated, tight closing type
<br />y
<br />all exposed parts shall be painted one coat primer and two
<br />meeting or exceeding A.W.W.A. C504. Valves body shall be coat iron,
<br />r,;;:';;1;,^•,
<br />c•.:,.:.>... - .�
<br />psi
<br />A. S.T.M. A126 Class B with 18-8 type 304 stainless steel body seat.
<br />TH9U5T
<br />finishing coats of Benjamin Moore Safety Yellow or Fuller O'Brien
<br />Valve vane shad be teat iron A.S.T.M. A 48 Claes 40 with rubber seat
<br />5. Valve Box: Brooks 3 -RT or Christy G5 with G5C lid.
<br />Highway Yellow.
<br />secured with an integal 10-8 stainless steel nylon locked screws.
<br />Crushed Rock 60min.
<br />a h
<br />NAME
<br />ROCKWELL
<br />I
<br />Rockwell Meter
<br />6 90" Elbow
<br />2
<br />coupling
<br />7 90" Elbow
<br />3
<br />Adapter
<br />8 Bypass Pipe Brass -Copper
<br />4
<br />Gate Volvo
<br />9 Bypass Gate Volvo
<br />S
<br />Reducing Tee
<br />10 Spool
<br />- Compound, Turbine or Positive
<br />or as shown on plans
<br />approved by the City
<br />APPROVED BY
<br />4. Valves shall be tested by manufacturer as follower 6" - 12. 175 psi 14"
<br />displacement.
<br />Bypass Size
<br />2" 3"
<br />3"
<br />and larger - 150 psi. In addition, hydrostatic tests against fully closed
<br />3'-0"
<br />Engineer.
<br />g
<br />N
<br />valve vanes shall be done as follows: 6" - 12" 350 psi, and larger 300
<br />2. All Turbine Meter shall have a
<br />FIRECHIEF
<br />psi
<br />strainer immedeately upstream with
<br />TH9U5T
<br />(3LOCK AREA
<br />DATE:
<br />5. Valve Box: Brooks 3 -RT or Christy G5 with G5C lid.
<br />appropriate size box.
<br />M
<br />flllowalble
<br />sol I 6earing value - 2500 pwounds
<br />per s uare foo+.
<br />Fi++iNgs
<br />/o line
<br />8" line
<br />t' f th id lk
<br />12' line
<br />A 5
<br />i
<br />A
<br />n15 e o e specca Ions o e s sows 2. Operating nuts shall be raised to within 4 of finished street gra e w t
<br />2. Riser Spools when used shall be the solid type. Break -off spools Rubber seat shall be a full circle 360' seated not penetrated by the
<br />are not permitted. The bolts attaching hydrant to bury or spool valve shaft. Packing shall be "triple seal" rubber designed for
<br />shall be of the brake -Off type, hex head, heavy American Standard. permanent underground duty. Valve operator shall be of the traveling -
<br />3. Valve shall be resilient wedge gate valve. Epoxy lined 6 coated. nut type, sealed, gaaketed and lubricated for service. It shall
<br />4. Thrust block shall have a minimum bearing surface of 10 sq. feet, withstand an input torque of 450 ft. lbs. Only valves on approved
<br />5. Concrete pad shall be 41-6"x5'. Slope shall be 1/4" in 1' to curb. materials list shall be used.
<br />Concrete shall be Class "B" 2500 psi; 4" maximum slump; 3/4" B. Gate Valves: 10" and smaller as shown on list of approved material".
<br />maximum aggregate with 1/2 lb. lampblack per yard. Pad shall be
<br />fih d t th
<br />l f'>
<br />To Double CAec*
<br />Or R P Devi—_—)
<br />B
<br />No.
<br />NAME
<br />ROCKWELL
<br />I
<br />Rockwell Meter
<br />6 90" Elbow
<br />2
<br />coupling
<br />7 90" Elbow
<br />3
<br />Adapter
<br />8 Bypass Pipe Brass -Copper
<br />4
<br />Gate Volvo
<br />9 Bypass Gate Volvo
<br />S
<br />Reducing Tee
<br />10 Spool
<br />6. Hydro -Static testing
<br />required for runs in excess of one pipe
<br />required extensions being provided by valve manufactured.
<br />NOTES
<br />length.
<br />63
<br />73
<br />86
<br />B. Width Pipe i To Bypass
<br />7. Hydrants shall be located
<br />at P/L extension, at
<br />end of curb return,
<br />3. Polywrap all pipes and valves.
<br />I. Project Engineer to determine meter
<br />3 ft. from driveways,
<br />and near street lights,type
<br />Main Line Width
<br />2'-0
<br />- Compound, Turbine or Positive
<br />or as shown on plans
<br />approved by the City
<br />APPROVED BY
<br />4. Valves shall be tested by manufacturer as follower 6" - 12. 175 psi 14"
<br />displacement.
<br />Bypass Size
<br />2" 3"
<br />3"
<br />and larger - 150 psi. In addition, hydrostatic tests against fully closed
<br />3'-0"
<br />Engineer.
<br />g
<br />N
<br />valve vanes shall be done as follows: 6" - 12" 350 psi, and larger 300
<br />2. All Turbine Meter shall have a
<br />FIRECHIEF
<br />psi
<br />strainer immedeately upstream with
<br />TH9U5T
<br />(3LOCK AREA
<br />DATE:
<br />5. Valve Box: Brooks 3 -RT or Christy G5 with G5C lid.
<br />appropriate size box.
<br />DIMENSIONS
<br />2" 3"
<br />4"
<br />6"
<br />A.Over All Length
<br />63
<br />73
<br />86
<br />B. Width Pipe i To Bypass
<br />19
<br />21
<br />26
<br />C. Pipe It To Maximun Height
<br />16
<br />17
<br />21
<br />Main Line Width
<br />2'-0
<br />10"
<br />I'-9"
<br />Weight
<br />lo"
<br />3'-0'
<br />3'-0"
<br />Bypass Size
<br />2" 3"
<br />3"
<br />4"
<br />CITY OF TRACY CITY OF TRACY CITY OF TRACY
<br />rCITY
<br />'
<br />.,
<br />RV[EW D
<br />STANDARD
<br />MAN401
<br />No.
<br />ENGINEER RCE 1
<br />Res No: 87- 3 6 4
<br />DATE: Dec. 22,19 87
<br />FIRE HYDRANT
<br />Rev:
<br />Rev:
<br />Rev:
<br />Rev-
<br />FACE OF CURB
<br />FIRE HYDRANT
<br />AT MID BLOCK
<br />■
<br />■
<br />OFCURB
<br />NOTE
<br />■ BLUE REFLECTIVE MARKER
<br />(HAWKIKI) 5 V16C-D5 OR
<br />EQU
<br />CITY OF TRACY
<br />U
<br />d
<br />N
<br />E!
<br />7
<br />Polywr
<br />NOTES:
<br />I. The futureextension 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 8" main or 4"
<br />galvanized iron pipe (10" a 12" main).
<br />3. Traffic boxes shall be Christy G5 or approved equal.
<br />Blow Off lotion
<br />u
<br />< Couolinq a Plug
<br />N / •_
<br />A-
<br />Ductile Iron Pipe
<br />a Adaptors As Required
<br />A
<br />Class "B"Concrete s
<br />'Slab 3'x3'x8"•�°
<br />MJ Plug Tapped 2"or 4"
<br />Thrust
<br />Block
<br />Iv. Iron
<br />pe
<br />Min. I I'Min.
<br />Dimension E = Min. Width -�
<br />466Trench
<br />1""1 Limits
<br />Minimum Dimensions For Thrust Blocks
<br />Pipe Size
<br />RV[EW D
<br />STANDARD
<br />N AN 402
<br />I
<br />D
<br />Res No:87-364
<br />DATE:Dee.22,1987
<br />WATER VALVE
<br />INSTALLATION
<br />Rev;
<br />Rev.
<br />Rev:
<br />Rev:
<br />U
<br />d
<br />N
<br />E!
<br />7
<br />Polywr
<br />NOTES:
<br />I. The futureextension 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 8" main or 4"
<br />galvanized iron pipe (10" a 12" main).
<br />3. Traffic boxes shall be Christy G5 or approved equal.
<br />Blow Off lotion
<br />u
<br />< Couolinq a Plug
<br />N / •_
<br />A-
<br />Ductile Iron Pipe
<br />a Adaptors As Required
<br />A
<br />Class "B"Concrete s
<br />'Slab 3'x3'x8"•�°
<br />MJ Plug Tapped 2"or 4"
<br />Thrust
<br />Block
<br />Iv. Iron
<br />pe
<br />Min. I I'Min.
<br />Dimension E = Min. Width -�
<br />466Trench
<br />1""1 Limits
<br />Minimum Dimensions For Thrust Blocks
<br />Pipe Size
<br />A I
<br />B
<br />C
<br />D
<br />E
<br />6"
<br />I' -0"
<br />I' -o"
<br />6"
<br />2'-0"
<br />V-0"
<br />8"
<br />1'-4•
<br />i'-2"
<br />B•
<br />2'-0"
<br />2'-0
<br />10"
<br />I'-9"
<br />I'-6"
<br />lo"
<br />3'-0'
<br />3'-0"
<br />12"
<br />2'-0"
<br />1'-8"
<br />1'-0'
<br />3'-0"
<br />3'-0"
<br />CITY OF TRACY
<br />SECTION A - A
<br />xcvrew U 5�UAKLF 407 REVi WE, A004STANDARD
<br />ENGINEE No. E"""•rs PLAN 409
<br />RICE Z2601
<br />No.
<br />t Re. No:87-364 DATE Dec. 22,1987 BLUE REFLECTIVE — 1I Ree No: 87-364 DATE: Dec. 22,1987 BLOW OFF FOR
<br />Rev' ReV' MARKER PLACEMENT `:, Rev: Re": RFUTURE EXTENSION
<br />Rev: Rev: �..✓'� WITH VALVE
<br />Rev:ev:'
<br />NOTE5:
<br />1. Cohere+e shall be Class B 2500176; minimum at 28 days.
<br />2• Thrust blocks shall be placed A5a;ns+ undis+cubed soil
<br />3. Minimum bear;ng areas are shown in the above fable.
<br />4 Thrust blocks will be wgi9e-shaped and shall not OVer)ap bell on
<br />fittings or ;n+erfere with bol+S on flanges.
<br />OF TRACY
<br />REVIEW D PLAN r' 423
<br />,s I No.
<br />Ree No: 87-364 DATE ee zz,1987
<br />Rev: Rev: THRUST BLOCK
<br />g
<br />Rev: Rev:�
<br />1 3' I 4(dss B Concrete Slob
<br />T
<br />----- -- 1, -�Of
<br />a Trench.
<br />_
<br />6 n "
<br />wa r�--.—i;{.0 &x I"Picky
<br />CONCRETE SLAB D:.tAiL -
<br />Slope Concrete Ur, To Tnp
<br />Of Cover (Eusemen' Only)
<br />Slab -Derail
<br />Compacted Pipe Beddin
<br />PLAnNUAKU 406 sr'" zl KG\
<br />Z2601 No. t
<br />Res No: 87-364 DATE: Dec.22,1987 3"e 4" & 6" Res
<br />-.fie• Rev. Rev: WATER METER '��' R`"
<br />Rev: Rev: _ Rev
<br />Initial Cut,
<br />Final Saw Cut (Typ.)---7
<br />}Asphalt Concrete/Concrete
<br />Existing Thickness Of
<br />17Pavement (Typ.)
<br />--- 2AC
<br />I'D"
<br />-\ 1
<br />Wd'd,a.x l•I/f Tong course thread brass hex.
<br />hood bolts to be installed when riser
<br />is placed in easement. -_7
<br />q
<br />CAST IRON FRAME a COVER
<br />q'
<br />a 66 87
<br />Pinkerton
<br />A-. 211
<br />Phoenix
<br />P-7002
<br />c
<br />0
<br />BENDS
<br />DEAD ENV5
<br />TEE5
<br />cr
<br />N
<br />TH9U5T
<br />(3LOCK AREA
<br />5E uIMED
<br />M
<br />flllowalble
<br />sol I 6earing value - 2500 pwounds
<br />per s uare foo+.
<br />Fi++iNgs
<br />/o line
<br />8" line
<br />10" lima
<br />12' line
<br />A 5
<br />C
<br />A
<br />5 C
<br />A
<br />6 C
<br />A
<br />B
<br />C
<br />22 %za bend
<br />1' l'do"
<br />I' -b"
<br />1'
<br />2'
<br />2'
<br />1'
<br />3'
<br />2'
<br />1'-G"
<br />3'
<br />3'
<br />f ^
<br />45' bend
<br />1' 2'
<br />2'
<br />N'
<br />3'
<br />2'-"
<br />6
<br />I'-6"
<br />3=G''
<br />3'
<br />2'
<br />4'
<br />4'
<br />ki �
<br />90' bend
<br />I' -U' 3'
<br />3'
<br />1' V
<br />4'
<br />3'
<br />2'
<br />5'
<br />4'
<br />2'
<br />7'
<br />4'
<br />Dead end
<br />I: 2=6"
<br />2'
<br />I' -!o"
<br />3'
<br />3'
<br />1 2'
<br />4'
<br />2!
<br />5'
<br />4'
<br />NOTE5:
<br />1. Cohere+e shall be Class B 2500176; minimum at 28 days.
<br />2• Thrust blocks shall be placed A5a;ns+ undis+cubed soil
<br />3. Minimum bear;ng areas are shown in the above fable.
<br />4 Thrust blocks will be wgi9e-shaped and shall not OVer)ap bell on
<br />fittings or ;n+erfere with bol+S on flanges.
<br />OF TRACY
<br />REVIEW D PLAN r' 423
<br />,s I No.
<br />Ree No: 87-364 DATE ee zz,1987
<br />Rev: Rev: THRUST BLOCK
<br />g
<br />Rev: Rev:�
<br />1 3' I 4(dss B Concrete Slob
<br />T
<br />----- -- 1, -�Of
<br />a Trench.
<br />_
<br />6 n "
<br />wa r�--.—i;{.0 &x I"Picky
<br />CONCRETE SLAB D:.tAiL -
<br />Slope Concrete Ur, To Tnp
<br />Of Cover (Eusemen' Only)
<br />Slab -Derail
<br />Compacted Pipe Beddin
<br />PLAnNUAKU 406 sr'" zl KG\
<br />Z2601 No. t
<br />Res No: 87-364 DATE: Dec.22,1987 3"e 4" & 6" Res
<br />-.fie• Rev. Rev: WATER METER '��' R`"
<br />Rev: Rev: _ Rev
<br />Initial Cut,
<br />Final Saw Cut (Typ.)---7
<br />}Asphalt Concrete/Concrete
<br />Existing Thickness Of
<br />17Pavement (Typ.)
<br />--- 2AC
<br />I'D"
<br />-\ 1
<br />Wd'd,a.x l•I/f Tong course thread brass hex.
<br />hood bolts to be installed when riser
<br />is placed in easement. -_7
<br />Sanitary Sewer Pipe
<br />CITY OF TRACY
<br />BY PLAN 202
<br />FR RCEr I No -
<br />7 -364
<br />o.7-364 I DATE :Dec.22, 1987 FLUSHING
<br />Re"' INLET
<br />Rev.
<br />Ad lust Ta (;rode After Povina.
<br />3' Min, 15' Max. Reinforce(
<br />Concrete Grade Ring.
<br />Precast Reinforced Cone
<br />Manhole Cone Conformi
<br />To Pipe Section Specific
<br />And Cover
<br />1/2"A.C.
<br />i"Min. Conc.Pour
<br />Concrete Collar
<br />IVs x Exist A.C.J Min.
<br />(Typ , Min. Aggregate Base 95 "/.
<br />�-•—Relative Compaction Or Use ,• �• •'r; �
<br />r'.
<br />One (I) Sack Slurry Mix
<br />I Aggregate Bose 90% _
<br />Relative Compaction Or Use
<br />One Sack Slurry Mix (One �' '
<br />Sack Of Cement To One
<br />I ' Cubic Yard Of Sand)
<br />.! Manhole Pipe Section
<br />Conforming To ASTM
<br />'.'• 12',Miri•- C 478 • Latest Revision
<br />Bedding"B"— Slope 8"Per Foot. :.r With 4 Min. Wall
<br />!'N' •"' .t'. Match Crowns 6"
<br />_ Pipe Bedding Zone
<br />90e Relative Compaction 16
<br />3"
<br />BeddingA" / `'•- t •.� �• Grout
<br />' Poured Concrete Base1/2 Do
<br />+• " ' '
<br />(6" Min.) : a:''7.z..;
<br />2 Min..' .
<br />..
<br />DIMENSION "W"
<br />" PRJME COAT SHALL BE REO(J/RED ABOVE I I 5' 10
<br />W 6For 18" Diameter Or Less "
<br />W = 1 6' For IS" 36e Diameter AGGREGATE BASE OR SLURRY MIX FOR , •. NOTES:
<br />ASPHALT CONCRETE ''' 1. All joints shall be sealed Ram-nek or Kent -Seal 12.
<br />W = 12" For 39" Diameter Or Larger
<br />AA
<br />r' 3"R Z. Backfill around t'IH shall have 95z compaction.
<br />TYPE 1 - _ 3. Concrete shall be: five sack Class 'B" 2500 PSI
<br />I at 28 days: 4" max. slump: 3/4" max. aggregate.
<br />STREETS —
<br />TRENCH BACKFILL AND 1 12 `�
<br />y'• 4. No joints in the pipe will be permitted within the
<br />RESURFACING DETAIL manhole.
<br />t
<br />5. Pipet shall have at least one joint within 3 feet
<br />from manhole.
<br />CITY OF TRACY CITY OF TRACY
<br />R V1 IN D L �/ ' STANDARD V W D PLAN 301 301
<br />PLAN 501 SHEET 1 OF 4 j� '� No.
<br />E No. ij _
<br />jf ! Res No: 89-295 DATE:July 18, 1989 TRENCHING &
<br />Rev: Rev: ` ? Res No: 87-364 DATE:Dec.22,1987
<br />t.� �• Rev: Rev: MANHOLE
<br />., ., RESURFACING '�""�"''' Rev: Rev:
<br />ro
<br />ro
<br />0
<br />rn
<br /><0
<br />0o
<br />M
<br />rn
<br />o ^
<br />(N,i
<br />in
<br /><o
<br />W2
<br />h a.
<br />v"x
<br />LO w�
<br />0
<br />Nrn
<br />I
<br />N r
<br />QN
<br />1 4
<br />( e6 z v�
<br />er.., O i;i
<br />it
<br />V vv, N �_
<br />V
<br />SHEET NO
<br />6
<br />OF - 39 SHEETS
<br />JOB N0.
<br />951064
<br />CAST IRON FRAME a COVER
<br />Teichert
<br />a 66 87
<br />Pinkerton
<br />A-. 211
<br />Phoenix
<br />P-7002
<br />c
<br />0
<br />15I
<br />cr
<br />Sanitary Sewer Pipe
<br />CITY OF TRACY
<br />BY PLAN 202
<br />FR RCEr I No -
<br />7 -364
<br />o.7-364 I DATE :Dec.22, 1987 FLUSHING
<br />Re"' INLET
<br />Rev.
<br />Ad lust Ta (;rode After Povina.
<br />3' Min, 15' Max. Reinforce(
<br />Concrete Grade Ring.
<br />Precast Reinforced Cone
<br />Manhole Cone Conformi
<br />To Pipe Section Specific
<br />And Cover
<br />1/2"A.C.
<br />i"Min. Conc.Pour
<br />Concrete Collar
<br />IVs x Exist A.C.J Min.
<br />(Typ , Min. Aggregate Base 95 "/.
<br />�-•—Relative Compaction Or Use ,• �• •'r; �
<br />r'.
<br />One (I) Sack Slurry Mix
<br />I Aggregate Bose 90% _
<br />Relative Compaction Or Use
<br />One Sack Slurry Mix (One �' '
<br />Sack Of Cement To One
<br />I ' Cubic Yard Of Sand)
<br />.! Manhole Pipe Section
<br />Conforming To ASTM
<br />'.'• 12',Miri•- C 478 • Latest Revision
<br />Bedding"B"— Slope 8"Per Foot. :.r With 4 Min. Wall
<br />!'N' •"' .t'. Match Crowns 6"
<br />_ Pipe Bedding Zone
<br />90e Relative Compaction 16
<br />3"
<br />BeddingA" / `'•- t •.� �• Grout
<br />' Poured Concrete Base1/2 Do
<br />+• " ' '
<br />(6" Min.) : a:''7.z..;
<br />2 Min..' .
<br />..
<br />DIMENSION "W"
<br />" PRJME COAT SHALL BE REO(J/RED ABOVE I I 5' 10
<br />W 6For 18" Diameter Or Less "
<br />W = 1 6' For IS" 36e Diameter AGGREGATE BASE OR SLURRY MIX FOR , •. NOTES:
<br />ASPHALT CONCRETE ''' 1. All joints shall be sealed Ram-nek or Kent -Seal 12.
<br />W = 12" For 39" Diameter Or Larger
<br />AA
<br />r' 3"R Z. Backfill around t'IH shall have 95z compaction.
<br />TYPE 1 - _ 3. Concrete shall be: five sack Class 'B" 2500 PSI
<br />I at 28 days: 4" max. slump: 3/4" max. aggregate.
<br />STREETS —
<br />TRENCH BACKFILL AND 1 12 `�
<br />y'• 4. No joints in the pipe will be permitted within the
<br />RESURFACING DETAIL manhole.
<br />t
<br />5. Pipet shall have at least one joint within 3 feet
<br />from manhole.
<br />CITY OF TRACY CITY OF TRACY
<br />R V1 IN D L �/ ' STANDARD V W D PLAN 301 301
<br />PLAN 501 SHEET 1 OF 4 j� '� No.
<br />E No. ij _
<br />jf ! Res No: 89-295 DATE:July 18, 1989 TRENCHING &
<br />Rev: Rev: ` ? Res No: 87-364 DATE:Dec.22,1987
<br />t.� �• Rev: Rev: MANHOLE
<br />., ., RESURFACING '�""�"''' Rev: Rev:
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<br />SHEET NO
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<br />OF - 39 SHEETS
<br />JOB N0.
<br />951064
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