|
1. Hydrant shall have 1, 4 1/2" upper outlet and 1, 2 1/2" hose outlet,
<br />Long Beach 425 Mueller A481, clow 850 or approved equal. Hydrants and all exposed
<br />parts shall be painted one coat primer and two finishing coats of Benjamin
<br />Moore Safety Yellow or Fuller O'Brien Highway Yellow.
<br />2. Riser Spools when used shall be the break off type. the bolts attaching hydrant
<br />to burryy and spool shall be of the break—off type, hex head, heavy American Standard.
<br />Nuts shall be down.
<br />3. Valve shall be resilient wedge gote valve. Totally encapsulated, factory
<br />epoxy lined & coated.
<br />4. Thrust block shall have minimum bearing surface of 10 sq. feet.
<br />5. Concrete pad sholl be 4'-6"x5'. Slope shall be 1/4" in 1' to curb. Concrete
<br />shall be Class "B" 2500 psi ; 4" maximum slump ; 3/4" maximum aggregate with
<br />with 1/2 Ib. lampblack per cubic yard. Pad shall be finished to the specifications of
<br />the sidewalk.
<br />6. Hydrostatic testing required for runs in excess of one pipe length.
<br />7. Hydrants shall be located at p/1 extension,
<br />at end of curb return, 3 ft. from driveways, APPROVED BY
<br />and near street lights, or as shown on plans
<br />approved by City Engineer.
<br />8. Hydrant bodies to lined with factory two part
<br />epoxy. FIRE CHIEF
<br />DATE: 6.15.83
<br />(y�C�ITY yOF TRACY
<br />REVIEWED BY: 1 / b'Wt^ „- STANDARD
<br />•tee. 1+ PUN 401
<br />S^ CITY ENGINEER RCE 37186 No.
<br />>; Res No. 97-231 DATE: July 15, 1997
<br />Rev: t ReY: FIRE HYDRANT
<br />''N'eeroes'�' Rev: I Rev:
<br />FACE OF CURB
<br />FIRE HYDRANT
<br />AT MID BLACK
<br />ncvacw w
<br />ER
<br />�• Ru No: 87-36
<br />dRev.
<br />Rcv:
<br />BEND5
<br />FACE OF CURB
<br />IVE MARKER
<br />-DB OR
<br />FINISHED GRADE
<br />.rjunfliffluffilmumf AW
<br />z
<br />f
<br />M
<br />DUCTILE IRON PIPE
<br />6
<br />1
<br />I ITffl I n I I
<br />FOR VALVE BOX B
<br />INSTALLATION SEE
<br />STD. PLANS.
<br />8" PVC (C 900)
<br />_- POLYWRAP ( Typical)
<br />CHECK
<br />rICE
<br />5/B'dm.x FI& Tong course thread brass hex.
<br />head bolts to ba Installed when riser
<br />is placed in easement.
<br />3, Closs'B- Concrete Slob
<br />----------
<br />ell
<br />Edge OfY t
<br />Trench\ -O
<br />y I& x 1"Pickhole
<br />l� _1
<br />CONCRETE SLAB D`c'FAIL
<br />------ Vlfi} S- I/Ifi"
<br />�•— I- I •I/4"- I
<br />Slope Concrete Lip To Top �- I j I-.. ->•�t' i' t 1� •.
<br />Of Cover (Eusemen' Only) f "'
<br />/ 2•I/8 D �=
<br />,-Street Grade i \ 9' sl/Z•
<br />NOTES 6" Sand Bedding �Xx •. _ _ - - - _ -
<br />1. Valves shall be one of the following: ' �° -
<br />i
<br />9" MIN. C • 't •�
<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, °•.,'4.
<br />A. S.T. M. A126 Class B with 18-8 type 304 stainless steel body seat. - aoaaao°°•• °„°0aoao«aaoa00 ,. "°.,• o„o„o_o_°°oao0p0a0ooa0 e„
<br />YP Y,' o 0 0 0 ° a o 0 00000000_ _ 0.0 _°°00o000 0 0 'e' ..I' '.• .':..
<br />Valve vane shall be cast iron A.S.T.M. A 48 Class 40 with rubber seat
<br />secured with an integal 18-8 stainless steel nylon locked screws. �V • "
<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 shall be used.
<br />B. Gate Valves: 10" and smaller as shown on list of approved material".
<br />1"V•
<br />SIDEWALK BLUE REFLECTIVE
<br />W-6"
<br />within 4' of finished street
<br />W/5'
<br />PAVEMENT MARKERS (L
<br />6"
<br />V-8" PLANTER AREA W/5' SIDEWALK'
<br />6
<br />T-6" L
<br />2'
<br />COUPLING
<br />7
<br />4 1/2' OUTLET
<br />3
<br />ADAPTER _
<br />FACING STREET
<br />VALVE BOX
<br />4
<br />-4" CONCRETE PAO
<br />6„
<br />1B" MIN
<br />(NOTE 5)
<br />..
<br />LO
<br />w
<br />3'
<br />2'
<br />4" AGO. BASE
<br />or SDR
<br />as di J
<br />o" directed by Inspector.
<br />RISER SP00�� ,.�
<br />'..%%
<br />6" HYDRANT BURRY 6" D.I.P.
<br />WATER MAIN
<br />( NOTE 2)
<br />���
<br />'r
<br />•
<br />2. ALL TURBINE METER SHALL HAVE A
<br />THRUST BLOCK
<br />and larger - 150 pai. In addition,
<br />x•.��
<br />OR RESTRAINED
<br />STRAINER IMMEDIATELY UPSTREAM WITH
<br />`SAND BEDDING
<br />JOINT
<br />6" - 12" 350 psi, and
<br />POLYWRAP AS PER
<br />3'
<br />APPROPRIATE SIZE BOX.
<br />THRUST BLOCK OR AWWA - C105
<br />8" RESILIENT WEDGE
<br />2'
<br />RESTRAINED JOINT
<br />CATS VALVE WITH
<br />3. INSTALL A LOCKABLE REAVIW-LTO --
<br />NOTE 4
<br />( )
<br />FLANGED CONNECTION
<br />1. Hydrant shall have 1, 4 1/2" upper outlet and 1, 2 1/2" hose outlet,
<br />Long Beach 425 Mueller A481, clow 850 or approved equal. Hydrants and all exposed
<br />parts shall be painted one coat primer and two finishing coats of Benjamin
<br />Moore Safety Yellow or Fuller O'Brien Highway Yellow.
<br />2. Riser Spools when used shall be the break off type. the bolts attaching hydrant
<br />to burryy and spool shall be of the break—off type, hex head, heavy American Standard.
<br />Nuts shall be down.
<br />3. Valve shall be resilient wedge gote valve. Totally encapsulated, factory
<br />epoxy lined & coated.
<br />4. Thrust block shall have minimum bearing surface of 10 sq. feet.
<br />5. Concrete pad sholl be 4'-6"x5'. Slope shall be 1/4" in 1' to curb. Concrete
<br />shall be Class "B" 2500 psi ; 4" maximum slump ; 3/4" maximum aggregate with
<br />with 1/2 Ib. lampblack per cubic yard. Pad shall be finished to the specifications of
<br />the sidewalk.
<br />6. Hydrostatic testing required for runs in excess of one pipe length.
<br />7. Hydrants shall be located at p/1 extension,
<br />at end of curb return, 3 ft. from driveways, APPROVED BY
<br />and near street lights, or as shown on plans
<br />approved by City Engineer.
<br />8. Hydrant bodies to lined with factory two part
<br />epoxy. FIRE CHIEF
<br />DATE: 6.15.83
<br />(y�C�ITY yOF TRACY
<br />REVIEWED BY: 1 / b'Wt^ „- STANDARD
<br />•tee. 1+ PUN 401
<br />S^ CITY ENGINEER RCE 37186 No.
<br />>; Res No. 97-231 DATE: July 15, 1997
<br />Rev: t ReY: FIRE HYDRANT
<br />''N'eeroes'�' Rev: I Rev:
<br />FACE OF CURB
<br />FIRE HYDRANT
<br />AT MID BLACK
<br />ncvacw w
<br />ER
<br />�• Ru No: 87-36
<br />dRev.
<br />Rcv:
<br />BEND5
<br />FACE OF CURB
<br />IVE MARKER
<br />-DB OR
<br />FINISHED GRADE
<br />.rjunfliffluffilmumf AW
<br />z
<br />f
<br />M
<br />DUCTILE IRON PIPE
<br />6
<br />1
<br />I ITffl I n I I
<br />FOR VALVE BOX B
<br />INSTALLATION SEE
<br />STD. PLANS.
<br />8" PVC (C 900)
<br />_- POLYWRAP ( Typical)
<br />CHECK
<br />rICE
<br />5/B'dm.x FI& Tong course thread brass hex.
<br />head bolts to ba Installed when riser
<br />is placed in easement.
<br />3, Closs'B- Concrete Slob
<br />----------
<br />ell
<br />Edge OfY t
<br />Trench\ -O
<br />y I& x 1"Pickhole
<br />l� _1
<br />CONCRETE SLAB D`c'FAIL
<br />------ Vlfi} S- I/Ifi"
<br />�•— I- I •I/4"- I
<br />Slope Concrete Lip To Top �- I j I-.. ->•�t' i' t 1� •.
<br />Of Cover (Eusemen' Only) f "'
<br />/ 2•I/8 D �=
<br />,-Street Grade i \ 9' sl/Z•
<br />NOTES 6" Sand Bedding �Xx •. _ _ - - - _ -
<br />1. Valves shall be one of the following: ' �° -
<br />i
<br />9" MIN. C • 't •�
<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, °•.,'4.
<br />A. S.T. M. A126 Class B with 18-8 type 304 stainless steel body seat. - aoaaao°°•• °„°0aoao«aaoa00 ,. "°.,• o„o„o_o_°°oao0p0a0ooa0 e„
<br />YP Y,' o 0 0 0 ° a o 0 00000000_ _ 0.0 _°°00o000 0 0 'e' ..I' '.• .':..
<br />Valve vane shall be cast iron A.S.T.M. A 48 Class 40 with rubber seat
<br />secured with an integal 18-8 stainless steel nylon locked screws. �V • "
<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 shall be used.
<br />B. Gate Valves: 10" and smaller as shown on list of approved material".
<br />1"V•
<br />IVMPIL
<br />within 4' of finished street
<br />JL:vJUO
<br />6"
<br />SENSUS METER
<br />6
<br />90' ELBOW
<br />2
<br />COUPLING
<br />7
<br />2" TEST PORT
<br />3
<br />ADAPTER _
<br />8
<br />-BYPASS PIPE BRASS -COPPER
<br />4
<br />GATE VALVE
<br />9
<br />BYPASS GATE VALVE
<br />$
<br />REDUCING TSE
<br />LO
<br />SPODL
<br />m -
<br />See Concrete
<br />Slob Detail
<br />Compacted Pipe Bedd
<br />NOTES:
<br />2.
<br />Operating nuts shall be raised to
<br />within 4' of finished street
<br />grade with
<br />6"
<br />A
<br />OVER ALL LENGTH
<br />required extensions being provided
<br />by valve manufactured.
<br />86
<br />B
<br />1. PROJECT ENGINEER TO DETERMINE
<br />19
<br />21
<br />26
<br />C
<br />PIPE r. TO MAXIMUM HEIGHT
<br />TYPE - COMPOUND, TURBINE TOUCH
<br />3.
<br />Polywrap all pipes and valves.
<br />1'
<br />MAIN LINE WIDTH
<br />2'
<br />READ METER. TOUCH READ PAD TO
<br />3'
<br />2'
<br />WEIGHT
<br />u)LL
<br />BE LOCATED ON VAULT LID.
<br />4.
<br />Valves shall be tested by manufacturer
<br />as follwes 6" - 12"
<br />175 psi 14"
<br />4"
<br />2. ALL TURBINE METER SHALL HAVE A
<br />1'-6"
<br />and larger - 150 pai. In addition,
<br />hydrostatic tests against fully Closed
<br />2'
<br />STRAINER IMMEDIATELY UPSTREAM WITH
<br />4''
<br />valve vanes shall be done as follows:
<br />6" - 12" 350 psi, and
<br />larger 300
<br />3'
<br />APPROPRIATE SIZE BOX.
<br />4'
<br />psi.
<br />2'
<br />5'
<br />4''
<br />3. INSTALL A LOCKABLE REAVIW-LTO --
<br />7'
<br />4'
<br />Dead end'
<br />1'
<br />2'47
<br />ABOVE METER REG16tER 1,7 �1
<br />5.
<br />Valve Box: Brooks 3 -RT or Christy
<br />GS with GSC lid.
<br />2'
<br />4'
<br />IN STEEL LIDS.
<br />CAST IRON FRAME & COVER
<br />TeicherI a 6687
<br />Pinkerton A- 211
<br />Phoenix P-7002
<br />0
<br />ul
<br />8!
<br />o:I
<br />Sanitary Sewer Pipe
<br />CITY OF TRACY CITY OF TRACY CITY OF TRACY
<br />R VIEW D SIANDARL REVIEWED en STANDARD EVIE ED STANDARD
<br />PLAN 402""rte• 11�-mss_— PUN 406 ���, PLAN 202
<br />•' TER VALVE CITY ENGINEER RCE 37166 No. I No.
<br />No. —
<br />Res No:87- 364 DATE :Dec.22,1987 ? Res No. 97-231 DATE: -July 15, 1997 3" 4" & 6" � Res No: 87- 364 DATE :Dea22, 1989
<br />FLUSHING
<br />Rev: Rev: INSTALLATION Rev ) RevRev: Rev:
<br />Rev: Rev: ae.o•'4�
<br />Rev, 'Rev: �, WATER METER .•'�►..'•,`' Rev. Rev.r INLET
<br />- n l
<br />Adj ust To Grade Altar Paving,
<br />� 1
<br />NOTES: rete
<br />y
<br />Initial Gut t halt Concrete/Co Cost Ironr,Ri`q And Cover
<br />-- 3" Min, 15' Max. Reinforced
<br />1. THE FUTURE EXTENSION STUB SHALL BE TESTED AND CHLORINATED WITH THE REST OF THE Final Sow Cut (Typ.Y' �El�isliaq Thickness Of
<br />„
<br />MAIN AND BLOWN OFF THROUGH THE PIPE. �pgvement (Typ•) Concrete Grade Ring, ' •'" ° '
<br />• ,,. y .' ; 12' Min. ConaPour
<br />2, BLOW OFF SHALL BE 2" BRASS PIPE OR TYPE "K" COPPER TUBING PIPE (6" & 8" MAIN) "`� ' ,1
<br />OR 4•' DUCTILE IRON PIPE (10" & 72' main). Precast Reinforced Concrete �• ' Concrete Collor
<br />f' I I r• a.
<br />3. TRAFFIC BOX SHALL BE CHRISTY GSA OR APPROVED EQUAL. � Manhole Cone Conforming
<br />,. „ To Pipe Section Specification,, . 1A,.
<br />BALL VALVE PLUG -_-- MIn.S
<br />2" A.C. BLOW OFF STATION I I/J z Exist A.C. 9' I 2'
<br />A.C. ( >' ; Min. Aggregate Base 95 "/o
<br />CLASS '•B'• Relative Compaction Or Use
<br />CONCRETE SLAB ---- One (1) Soak Slurry Mix
<br />TX3'xe" . < '�
<br />l ` 1 Aggregate Base 90`/0
<br />MJ PLUG TAPPED � �, Low^s
<br />DUCTILE IRON PIPE 2" OR 4" AT -BRASS PIPE ` - fi \ R lotive Compaction Or Use
<br />BOTTOM OF PIPE.
<br />UNDISTURBED 0 e Sack Slurry Mix (One
<br />POLYWRA EARTH. ';�. S ck Of Cement To One
<br />: J .pOLYWRAP -
<br />Cubic Yard Of Sand)
<br />Jj;J 12Mm
<br />Bedding B
<br />�{ W Pipe Bedding Zone
<br />190" Relative Compaction
<br />Bedding 6' MIN. 1' MIN. _.
<br />r'---- 20' MAX. 2• MAS ,,,�II ., Pouted Concrete Be
<br />JOINT & ADAPTERS AS REQUIRED I/G` OD ' '•. °' ' ,
<br />0
<br />Min.) F• 0. .. �Q..�,. fr'
<br />ce
<br />NOTE: DIMENSION "W" -o I�
<br />W = G" For IB" Diameter Or Less PRIME COAT SN L¢¢ B£ RE04VIRED ABOVE I 1
<br />FOR THRUST BLOCK DIMENSIONS SEE STANDARD PLAN NO. 423 w = 10" For 210 To 36" Diameter ASPHAL T£ BA YlR SL"T/RRr M/X FOR y •.
<br />ASPHALT CONC ETE "
<br />W = 12" For 39` Diameter Or Larger j,T
<br />A 3•
<br />r
<br />TYPE 1
<br />STREETS — TRENCH BACKFILL AND 1 !"
<br />RESURFACING DETAIL
<br />t I
<br />CITY OF TRACY CITY OF TRACY CITY OF TRACY
<br />STANDARD REVIEWED BY' STANDARD VI D ° STANDARD
<br />_ <or: C' PLAN 501
<br />2 I NO 40� s:�fi wcr. CITY ENGINEER RCE 37186 NO.
<br />409 ...— ACE 22601 No SHEET I OF 4
<br />4#Re
<br />E: Dec. 22, 1987 & ew Res No. 97-231 DATE: July 15, 1997 BLOW OFF FOR - E]
<br />BLUE REFLECTIVE If Re. No: 89-295 DATE July 18, 1989 TRENCHING &
<br />MARKER PLACEMENT °',„ aePa«,tt Rev: Mar 17, 1998 Rev: FUTURE EXTENSION Y Rev: Rev: s'•��e.✓
<br />Rev: Rev: WITH VALVE_ R."• Rev: RESURFACING
<br />11
<br />DEAD ENE75
<br />TEE5
<br />DIMENSIONS
<br />2" 3"
<br />4"
<br />6"
<br />A
<br />OVER ALL LENGTH
<br />63
<br />73
<br />86
<br />B
<br />WIDTH PIPE rt TO BYPASS
<br />19
<br />21
<br />26
<br />C
<br />PIPE r. TO MAXIMUM HEIGHT
<br />16
<br />17
<br />21
<br />1'
<br />MAIN LINE WIDTH
<br />2'
<br />1'
<br />3'
<br />2'
<br />WEIGHT
<br />u)LL
<br />45' bend
<br />1'
<br />BY PASS SIZE
<br />2" 3"
<br />3"
<br />4"
<br />CAST IRON FRAME & COVER
<br />TeicherI a 6687
<br />Pinkerton A- 211
<br />Phoenix P-7002
<br />0
<br />ul
<br />8!
<br />o:I
<br />Sanitary Sewer Pipe
<br />CITY OF TRACY CITY OF TRACY CITY OF TRACY
<br />R VIEW D SIANDARL REVIEWED en STANDARD EVIE ED STANDARD
<br />PLAN 402""rte• 11�-mss_— PUN 406 ���, PLAN 202
<br />•' TER VALVE CITY ENGINEER RCE 37166 No. I No.
<br />No. —
<br />Res No:87- 364 DATE :Dec.22,1987 ? Res No. 97-231 DATE: -July 15, 1997 3" 4" & 6" � Res No: 87- 364 DATE :Dea22, 1989
<br />FLUSHING
<br />Rev: Rev: INSTALLATION Rev ) RevRev: Rev:
<br />Rev: Rev: ae.o•'4�
<br />Rev, 'Rev: �, WATER METER .•'�►..'•,`' Rev. Rev.r INLET
<br />- n l
<br />Adj ust To Grade Altar Paving,
<br />� 1
<br />NOTES: rete
<br />y
<br />Initial Gut t halt Concrete/Co Cost Ironr,Ri`q And Cover
<br />-- 3" Min, 15' Max. Reinforced
<br />1. THE FUTURE EXTENSION STUB SHALL BE TESTED AND CHLORINATED WITH THE REST OF THE Final Sow Cut (Typ.Y' �El�isliaq Thickness Of
<br />„
<br />MAIN AND BLOWN OFF THROUGH THE PIPE. �pgvement (Typ•) Concrete Grade Ring, ' •'" ° '
<br />• ,,. y .' ; 12' Min. ConaPour
<br />2, BLOW OFF SHALL BE 2" BRASS PIPE OR TYPE "K" COPPER TUBING PIPE (6" & 8" MAIN) "`� ' ,1
<br />OR 4•' DUCTILE IRON PIPE (10" & 72' main). Precast Reinforced Concrete �• ' Concrete Collor
<br />f' I I r• a.
<br />3. TRAFFIC BOX SHALL BE CHRISTY GSA OR APPROVED EQUAL. � Manhole Cone Conforming
<br />,. „ To Pipe Section Specification,, . 1A,.
<br />BALL VALVE PLUG -_-- MIn.S
<br />2" A.C. BLOW OFF STATION I I/J z Exist A.C. 9' I 2'
<br />A.C. ( >' ; Min. Aggregate Base 95 "/o
<br />CLASS '•B'• Relative Compaction Or Use
<br />CONCRETE SLAB ---- One (1) Soak Slurry Mix
<br />TX3'xe" . < '�
<br />l ` 1 Aggregate Base 90`/0
<br />MJ PLUG TAPPED � �, Low^s
<br />DUCTILE IRON PIPE 2" OR 4" AT -BRASS PIPE ` - fi \ R lotive Compaction Or Use
<br />BOTTOM OF PIPE.
<br />UNDISTURBED 0 e Sack Slurry Mix (One
<br />POLYWRA EARTH. ';�. S ck Of Cement To One
<br />: J .pOLYWRAP -
<br />Cubic Yard Of Sand)
<br />Jj;J 12Mm
<br />Bedding B
<br />�{ W Pipe Bedding Zone
<br />190" Relative Compaction
<br />Bedding 6' MIN. 1' MIN. _.
<br />r'---- 20' MAX. 2• MAS ,,,�II ., Pouted Concrete Be
<br />JOINT & ADAPTERS AS REQUIRED I/G` OD ' '•. °' ' ,
<br />0
<br />Min.) F• 0. .. �Q..�,. fr'
<br />ce
<br />NOTE: DIMENSION "W" -o I�
<br />W = G" For IB" Diameter Or Less PRIME COAT SN L¢¢ B£ RE04VIRED ABOVE I 1
<br />FOR THRUST BLOCK DIMENSIONS SEE STANDARD PLAN NO. 423 w = 10" For 210 To 36" Diameter ASPHAL T£ BA YlR SL"T/RRr M/X FOR y •.
<br />ASPHALT CONC ETE "
<br />W = 12" For 39` Diameter Or Larger j,T
<br />A 3•
<br />r
<br />TYPE 1
<br />STREETS — TRENCH BACKFILL AND 1 !"
<br />RESURFACING DETAIL
<br />t I
<br />CITY OF TRACY CITY OF TRACY CITY OF TRACY
<br />STANDARD REVIEWED BY' STANDARD VI D ° STANDARD
<br />_ <or: C' PLAN 501
<br />2 I NO 40� s:�fi wcr. CITY ENGINEER RCE 37186 NO.
<br />409 ...— ACE 22601 No SHEET I OF 4
<br />4#Re
<br />E: Dec. 22, 1987 & ew Res No. 97-231 DATE: July 15, 1997 BLOW OFF FOR - E]
<br />BLUE REFLECTIVE If Re. No: 89-295 DATE July 18, 1989 TRENCHING &
<br />MARKER PLACEMENT °',„ aePa«,tt Rev: Mar 17, 1998 Rev: FUTURE EXTENSION Y Rev: Rev: s'•��e.✓
<br />Rev: Rev: WITH VALVE_ R."• Rev: RESURFACING
<br />11
<br />DEAD ENE75
<br />TEE5
<br />NOTE5:
<br />I. Concrete shall be Class B 250OPsi minimum A' 28 Jays -
<br />2. Thrust blocks shall be placed again,,+ undis+rubed soil
<br />3. Minimum bearing areas are shown in the above •Fable.
<br />4 Thrust blocks will be wedge-shaped and shall not overlap bell on
<br />fittings or in+erfere w4h bels on flanges.
<br />CITY OF TRACY
<br />REVIEW D PLAANNDARD 423
<br />• 1 No.
<br />Ree No: 87-364 DATE' ee.22,1987 THRUST BLOCK
<br />9 Rev: Rev:
<br />•.t•�
<br />Rev: Rev:
<br />tole Pipe Section
<br />orming To ASTM
<br />8- Latest Revision
<br />4 Min. Wall
<br />wt
<br />ek or Kent -Seal E2.
<br />: compaction.
<br />I "B" 2500 PSI
<br />nax. aggregate.
<br />rmitted within the
<br />int within 3 feet
<br />from manhole.
<br />CITY OF TRACY
<br />PS NDARD 301
<br />1 No.
<br />87-364 DATE:Dec.22,1987
<br />Rev: MANHOLE
<br />Rev:
<br />RECORD DRAWINGS
<br />These Record Drawings have been prepared based
<br />on information submitted by others, partially or
<br />totally. While this information is believed to be
<br />reliable, Ruggeri -Jensen -Azar & Associates is not
<br />responsible for its accuracy, nor for errors or
<br />omissions w 'ch mey have been incorporated into
<br />these doents as a result. -
<br />44628 3/31/02
<br />Joseph N RCE No. Exp. Date
<br />D 2'I e&
<br />THt U5T 5LOCK AKEA
<br />13EQUIRED
<br />uT
<br />a
<br />rn
<br />Allowable
<br />sail bearing value - 2500 hounds
<br />er square foot.
<br />M
<br />FiF+fags
<br />!o" line
<br />A B
<br />C
<br />3" line
<br />A 6 C
<br />10" lin&
<br />A 8 C
<br />IV line
<br />A 8 C
<br />22 !z' bend
<br />1'
<br />I'40
<br />P_V
<br />1'
<br />2'
<br />2'
<br />1'
<br />3'
<br />2'
<br />�e
<br />u)LL
<br />45' bend
<br />1'
<br />2'
<br />2'
<br />1'•b"
<br />3'
<br />2'-b"
<br />1'-6"
<br />3t6'
<br />3'
<br />2'
<br />4'
<br />4''
<br />90' bend
<br />I' b"
<br />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 />1'
<br />2'47
<br />2'
<br />I' -b"
<br />3'
<br />3'
<br />2'
<br />4'
<br />3-ir
<br />2.'
<br />5'
<br />4''
<br />Tee
<br />1'
<br />2'-(o
<br />Z'
<br />1=(c"
<br />3'
<br />3'
<br />2'
<br />41
<br />3'-!e"
<br />2'
<br />5'
<br />4'
<br />NOTE5:
<br />I. Concrete shall be Class B 250OPsi minimum A' 28 Jays -
<br />2. Thrust blocks shall be placed again,,+ undis+rubed soil
<br />3. Minimum bearing areas are shown in the above •Fable.
<br />4 Thrust blocks will be wedge-shaped and shall not overlap bell on
<br />fittings or in+erfere w4h bels on flanges.
<br />CITY OF TRACY
<br />REVIEW D PLAANNDARD 423
<br />• 1 No.
<br />Ree No: 87-364 DATE' ee.22,1987 THRUST BLOCK
<br />9 Rev: Rev:
<br />•.t•�
<br />Rev: Rev:
<br />tole Pipe Section
<br />orming To ASTM
<br />8- Latest Revision
<br />4 Min. Wall
<br />wt
<br />ek or Kent -Seal E2.
<br />: compaction.
<br />I "B" 2500 PSI
<br />nax. aggregate.
<br />rmitted within the
<br />int within 3 feet
<br />from manhole.
<br />CITY OF TRACY
<br />PS NDARD 301
<br />1 No.
<br />87-364 DATE:Dec.22,1987
<br />Rev: MANHOLE
<br />Rev:
<br />RECORD DRAWINGS
<br />These Record Drawings have been prepared based
<br />on information submitted by others, partially or
<br />totally. While this information is believed to be
<br />reliable, Ruggeri -Jensen -Azar & Associates is not
<br />responsible for its accuracy, nor for errors or
<br />omissions w 'ch mey have been incorporated into
<br />these doents as a result. -
<br />44628 3/31/02
<br />Joseph N RCE No. Exp. Date
<br />D 2'I e&
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<br />SHEET NO
<br />5
<br />OF 26 SHEETS
<br />JOB 140,
<br />981007
<br />
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