|
I-1' MIN. -I
<br />TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />NOTES:
<br />1. ALL THRUST BLOCKS SHALL
<br />BE POURED AGAINST
<br />UNDISTURBED SOIL,
<br />2. RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />BE APPROVED BY THE
<br />AGENCY.
<br />3. THRUST RESTRAINT SYSTEMS
<br />FOR PIPES LARGER THAN 12"
<br />SHALL BE DESIGNED ON A
<br />CASE BY CASE BASIS AND
<br />SHALL BE APPROVED BY THE
<br />AGENCY.
<br />THRUST BLOCK
<br />IF
<br />THRUST BLOCK AREA
<br />THE BRANCH LINE.
<br />IS BASED ON THE SIZE OF
<br />ALLOWABLE SOIL
<br />1000 LBS. PER
<br />BEARING
<br />SQ. FT.
<br />6" LINE OR SMALLER
<br />a
<br />"B"
<br />22 1/2-
<br />° d D
<br />'.
<br />"B"
<br />e
<br />°TV
<br />°
<br />nB"e
<br />2'-0"
<br />90'
<br />p... ° d
<br />2'-6"
<br />° D
<br />2'-6"
<br />2'- 0
<br />DEAD END
<br />(TYP-)
<br />SERVICE _� 9
<br />SADDLE 1 90° CONCRETE OR
<br />8 LINE
<br />1 BRICK BLOCKING
<br />22 1/2-
<br />2 -0
<br />2 -0
<br />compaction of 95%* /
<br />3-0
<br />2-
<br />90'
<br />4'-0-
<br />3'- 0
<br />d1'
<br />3'- 0
<br />3' -0 -
<br />-0DEAD
<br />DEAD END
<br />3'_0-
<br />3 -0
<br />10 LINE
<br />VALVES FOR FIRE
<br />NOTES:
<br />2T-1 2'
<br />3'- 0
<br />2 -0'
<br />45'
<br />3 -6
<br />3'-0-
<br />-090'
<br />90*
<br />5 -0
<br />4'-0"
<br />TEE OUTLET
<br />4-0
<br />MIN.
<br />DEAD END
<br />�
<br />1' MIN
<br />12"
<br />12 LINE
<br />� A
<br />PORT (FOR
<br />22 1/2'
<br />3'-0"
<br />3'- 0
<br />45'
<br />4'-0'
<br />4 -0
<br />90'
<br />7'- 0
<br />4 -O
<br />MIN.
<br />TYPICAL THRUST BLOCK
<br />TYPICAL
<br />THRUST BLOCK
<br />TYPICAL THRUST BLOCK
<br />BEND
<br />SIDEWALK AREA.
<br />TEE OUTLET
<br />DEAD END
<br />45° MAX.
<br />Approved by
<br />12" MIN. SUPPORT
<br />GRADE TO NUT.
<br />TYPICAL TRENCH BACKFILL
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />B. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />(TYP. FOR ALL
<br />ANGLES)
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />INSTALL UNION
<br />Drawn by JLD
<br />10, BALL ANGLE METER STOP WITH LOCK LUG.
<br />I-1' MIN. -I
<br />TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />NOTES:
<br />1. ALL THRUST BLOCKS SHALL
<br />BE POURED AGAINST
<br />UNDISTURBED SOIL,
<br />2. RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />BE APPROVED BY THE
<br />AGENCY.
<br />3. THRUST RESTRAINT SYSTEMS
<br />FOR PIPES LARGER THAN 12"
<br />SHALL BE DESIGNED ON A
<br />CASE BY CASE BASIS AND
<br />SHALL BE APPROVED BY THE
<br />AGENCY.
<br />THRUST BLOCK
<br />AREA REQUIRED
<br />ADJUST BOX TO GRADE
<br />FITTINGS
<br />ALLOWABLE SOIL
<br />1000 LBS. PER
<br />BEARING
<br />SQ. FT.
<br />6" LINE OR SMALLER
<br />"A"
<br />"B"
<br />22 1/2-
<br />V-6" __T__
<br />TYP.
<br />45'
<br />2'-0"
<br />2'-0"
<br />90'
<br />3'-0'
<br />2'-6"
<br />TEE OUTLET
<br />2'-6"
<br />2'- 0
<br />DEAD END
<br />(TYP-)
<br />SERVICE _� 9
<br />SADDLE 1 90° CONCRETE OR
<br />8 LINE
<br />1 BRICK BLOCKING
<br />22 1/2-
<br />2 -0
<br />2 -0
<br />compaction of 95%* /
<br />3-0
<br />2-
<br />90'
<br />4'-0-
<br />3'- 0
<br />TEE OUTLET
<br />3'- 0
<br />3' -0 -
<br />-0DEAD
<br />DEAD END
<br />3'_0-
<br />3 -0
<br />10 LINE
<br />VALVES FOR FIRE
<br />NOTES:
<br />2T-1 2'
<br />3'- 0
<br />2 -0'
<br />45'
<br />3 -6
<br />3'-0-
<br />-090'
<br />90*
<br />5 -0
<br />4'-0"
<br />TEE OUTLET
<br />4-0
<br />3-6
<br />DEAD END
<br />-0
<br />4=T-
<br />0 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />12"
<br />12 LINE
<br />Re of":kWj,�
<br />PORT (FOR
<br />22 1/2'
<br />3'-0"
<br />3'- 0
<br />45'
<br />4'-0'
<br />4 -0
<br />90'
<br />7'- 0
<br />4 -O
<br />TEE OUTLET
<br />5'-0"
<br />4'-0"
<br />DEAD END
<br />5'-0"
<br />4'- 0 "
<br />4. CONCRETE SHALL BE CLASS B.
<br />„REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />THRUST BLOCK CHART IMPROVEMENT
<br />STANDARD NO.
<br />CW -w4
<br />Install
<br />Freeze Protection Cover
<br />4" Cone. Slab (zippered fiberglass)
<br />0 12 #4 bar (typ.)
<br />W �
<br />9„
<br />1 III ' T1 -III I I I In Thrust blocks I,I. I I I
<br />2 Water -I per Detail 2 Water
<br />2 Meter
<br />Meter Box SECTION VIEW
<br />NOTE:
<br />Concrete shall be Class B.
<br />as
<br />Reduced Pressure
<br />Backflow Prevention
<br />Device Edge of slab
<br />I
<br />9" min.
<br />Meter Box
<br />2" Meter 3" clear
<br />#4 bar (typ.)
<br />BOW
<br />r ri
<br />4 A
<br />Exist.
<br />4 Sidewalk
<br />C\2 1
<br />n ,I
<br />---- ---
<br />PLAN VIEW
<br />CONCRETE SLAB at METER/ B.P. DEVICE
<br />NO SCALE
<br />S:\Projects\2009\09016\dwg\09016-EASTVIEW-DETAIL-6-30-09.dwg 7/2/2009 12:43:01 PM PDT
<br />F,-935
<br />o PROFESS/0N
<br />E.
<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />ADJUST BOX TO GRADE
<br />better than the existing pavement y
<br />PER COUNTYWIDE STANDARDS
<br />and base in quality. New pavement
<br />--14-1/4" 6
<br />PIL
<br />TYP.
<br />New base shall be 1" thicker than
<br />FINISHED GRADE
<br />Existing
<br />����j BY OWNER
<br />D
<br />30" MIN. 2" 12
<br />9.. 6 �5' MAX
<br />(TYP-)
<br />SERVICE _� 9
<br />SADDLE 1 90° CONCRETE OR
<br />1I2r` I b o ° r ALSO SEE NOTE 70
<br />1 BRICK BLOCKING
<br />/ \
<br />a min. relative
<br />N.T.S.
<br />compaction of 95%* /
<br />STOP 2
<br />CONCRETE COLLAR
<br />__________ / pavement. /
<br />GW'ATER
<br />Variable __-- --_= r Compact in 24" max. -- -
<br />RISING STEM
<br />10 -*3/8"
<br />O.D./2 Compact ,in 6" la ers �
<br />(NOT TO SCALE)
<br />n3
<br />VALVES FOR FIRE
<br />NOTES:
<br />nrr D \\\
<br />0. D. 0. D.
<br />0 1" DIA. MIN. LINE TO EACH LOT.
<br />NOTES:
<br />1 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />NOTES: I
<br />0
<br />2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES.
<br />INSERTS MAY BE USED !"THERE APPROVED BY AGENCY,
<br />l VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />method No. California 216 or 231.
<br />0 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />Re of":kWj,�
<br />PORT (FOR
<br />SHOULD BE RISER OR 8" 0, CLASS 100 PVC.
<br />a 3 year bond.
<br />PART OF THE CONNECTION FEE.
<br />SEE NOTE 5.
<br />REDUCED
<br />DUCTILE IRON,
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />OR STEEL.
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED 1N CONCRETE
<br />-
<br />DEVICE)
<br />SIDEWALK AREA.
<br />'sol" NONE
<br />PRIOR APPROVAL OF THE AGENCY.
<br />EIS VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM
<br />Approved by
<br />12" MIN. SUPPORT
<br />GRADE TO NUT.
<br />TYPICAL TRENCH BACKFILL
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />B. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />30" MAX. (3" & LARGER)
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />INSTALL UNION
<br />Drawn by JLD
<br />10, BALL ANGLE METER STOP WITH LOCK LUG.
<br />COUNTY OF SAN JOAQUIN
<br />OR FLANGE,
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Chucked by
<br />11 RADIO/TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />SAN JOAQUIN COUNTY DATE
<br />12 RADIO/REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS, SUPPORTED BY
<br />DEPARTMENT Or PUBLIC WORKS
<br />DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />--I
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LOU OF TRANSCEIVER INSTALLATION.
<br />VALVE BOX DETAILS
<br />IMPROVEMENT
<br />REVISION DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED BY
<br />cW-w5
<br />STANDARD NO.
<br />N.T,S. CONCRETE SHALL BE CLASS B
<br />COUNTY OF. SAN JOAQUIN
<br />o PROFESS/0N
<br />E.
<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />P.L.
<br />better than the existing pavement y
<br />NO CONNECTIONSI SEE DETAIL A
<br />FROM AGENCY MAIN TO RP DEVICE
<br />and base in quality. New pavement
<br />a ?,t 'V
<br />PIL
<br />C
<br />New base shall be 1" thicker than
<br />WATER METER `
<br />Existing
<br />����j BY OWNER
<br />Pavement
<br />30" MIN. 2" 12
<br />(TYP-)
<br />SERVICE _� 9
<br />SADDLE 1 90° CONCRETE OR
<br />PLAN VIEW
<br />1 BRICK BLOCKING
<br />a min. relative
<br />N.T.S.
<br />compaction of 95%* /
<br />STOP 2
<br />__________ / pavement. /
<br />GW'ATER
<br />Variable __-- --_= r Compact in 24" max. -- -
<br />RISING STEM
<br />TEST COCKS
<br />O.D./2 Compact ,in 6" la ers �
<br />(NOT TO SCALE)
<br />to a minimum reative
<br />..� compaction of 90%.
<br />VALVES FOR FIRE
<br />NOTES:
<br />0. D. 0. D.
<br />0 1" DIA. MIN. LINE TO EACH LOT.
<br />SPRINKLER SYSTEMS
<br />1 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />NOTES: I
<br />0
<br />1. Relative compaction of materials shall be tested in accordance with
<br />INSERTS MAY BE USED !"THERE APPROVED BY AGENCY,
<br />DISCHARGE
<br />method No. California 216 or 231.
<br />0 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />Re of":kWj,�
<br />PORT (FOR
<br />PIPE SHALL BE
<br />a 3 year bond.
<br />PART OF THE CONNECTION FEE.
<br />4. When shown by soil composition and compactobility, ninety percent (90%)
<br />REDUCED
<br />DUCTILE IRON,
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />PRESSURE
<br />OR STEEL.
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />-
<br />DEVICE)
<br />as measured from the edge of pavement.
<br />'sol" NONE
<br />PRIOR APPROVAL OF THE AGENCY.
<br />Approved by
<br />12" MIN. SUPPORT
<br />TYPICAL TRENCH BACKFILL
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />30" MAX. (3" & LARGER)
<br />8: APPURTENANCES PER AGENCY REQUIREMENTS.
<br />Director of Public Works
<br />INSTALL UNION
<br />Drawn by JLD
<br />10, BALL ANGLE METER STOP WITH LOCK LUG.
<br />OR FLANGE,
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Chucked by
<br />11 RADIO/TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />TYP. EA. SIDE
<br />12 RADIO/REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS, SUPPORTED BY
<br />DEPARTMENT Or PUBLIC WORKS
<br />'I (TYP)
<br />--I
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LOU OF TRANSCEIVER INSTALLATION.
<br />4" MIN. DETAIL A
<br />REVISION DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED BY
<br />N.T,S. CONCRETE SHALL BE CLASS B
<br />COUNTY OF. SAN JOAQUIN
<br />NOTES:
<br />No. 2 By VA AUGUST 200e
<br />1.
<br />INSTALLED DEVICE MUST BE ON AGENCY APPROVED BACKFLOW PREVENTION DEVICE LIST.
<br />2.
<br />DEVICE SHALL BE INSTALLED
<br />ABOVE GROUND.
<br />3.
<br />TEST COCKS AND SHUT-OFF VALVES MUST BE SUPPLIED AND INSTALLED AS SHOWN.
<br />STANDARD NO.
<br />4.
<br />DISCHARGE PORT MUST BE KEPT CLEAR OF OBSTRUCTION AT ALL TIMES,
<br />5.
<br />ANY DEVIATION FROM THE INSTALLATION SHOWN ABOVE MUST RECEIVE PRIOR APPROVAL.
<br />©
<br />ALL PIPING & APPURTENANCES SHALL BE AWWA RATED 200 PSI FOR FIRE SPRINKLER
<br />SYSTEMS.
<br />7.
<br />AGENCIES MAY REQUIRE
<br />INSULATION TO PREVENT FREEZING OF EXPOSED PIPE,
<br />8.
<br />VALVES FOR FIRE SPRINKLER SYSTEMS SHALL BE CHAIN LOCKED IN AN OPEN POSITION
<br />AT ALL TIMES.
<br />REVISION DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />REDUCED PRESSURE/DOUBLE CHECK VALVE
<br />SAN COUNTY DATE
<br />DIRECTOORR OOF F PPUUBLIC WORKS _ JUNE 1997
<br />BACKFLOW PREVENTION
<br />IMPROVEMENT
<br />DEVICE INSTALLATION
<br />CW -W24
<br />STANDARD NO.
<br />o PROFESS/0N
<br />E.
<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />P.L.
<br />better than the existing pavement y
<br />I
<br />11
<br />and base in quality. New pavement
<br />a ?,t 'V
<br />pavement, minimum of 0.25 feet.
<br />C
<br />New base shall be 1" thicker than
<br />, ^
<br />10
<br />4
<br />Existing
<br />����j BY OWNER
<br />Pavement
<br />30" MIN. 2" 12
<br />(TYP-)
<br />SERVICE _� 9
<br />SADDLE 1 90° CONCRETE OR
<br />Compact in 12" max.
<br />1 BRICK BLOCKING
<br />a min. relative
<br />CORPORATION
<br />compaction of 95%* /
<br />STOP 2
<br />__________ / pavement. /
<br />GW'ATER
<br />Variable __-- --_= r Compact in 24" max. -- -
<br />MAIN
<br />O.D./2 Compact ,in 6" la ers �
<br />(NOT TO SCALE)
<br />to a minimum reative
<br />..� compaction of 90%.
<br />NOTES:
<br />0. D. 0. D.
<br />0 1" DIA. MIN. LINE TO EACH LOT.
<br />+ 20" Min. + 20" Min.
<br />1 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />NOTES: I
<br />90' COMP, x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 OR EQUAL.
<br />1. Relative compaction of materials shall be tested in accordance with
<br />INSERTS MAY BE USED !"THERE APPROVED BY AGENCY,
<br />LOCATOR WIRE
<br />method No. California 216 or 231.
<br />0 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />Re of":kWj,�
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />INSTALLATION
<br />a 3 year bond.
<br />PART OF THE CONNECTION FEE.
<br />4. When shown by soil composition and compactobility, ninety percent (90%)
<br />APPROVED BY
<br />❑4. GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION,
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />special provisions.
<br />Ch-kdby
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />as measured from the edge of pavement.
<br />'sol" NONE
<br />PRIOR APPROVAL OF THE AGENCY.
<br />Approved by
<br />RADIO/TOUCH READ METER BOX PER AGENCY REQUIREMENTS,
<br />TYPICAL TRENCH BACKFILL
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />Feb. 1996 PD
<br />8: APPURTENANCES PER AGENCY REQUIREMENTS.
<br />Director of Public Works
<br />Ej LOCATOR WIRE REQUIRED BY AGENCY,
<br />Drawn by JLD
<br />10, BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Chucked by
<br />11 RADIO/TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />Date JUNE 1997
<br />12 RADIO/REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS, SUPPORTED BY
<br />DEPARTMENT Or PUBLIC WORKS
<br />1/2" SCH. 80 CONDUIT (24" MIN.) (PROVIDE 1" CLEARANCE BELOW LID)
<br />--I
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LOU OF TRANSCEIVER INSTALLATION.
<br />REVISION DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED BY
<br />No, 1 By CC JUNE 2005
<br />COUNTY OF. SAN JOAQUIN
<br />No. 2 By VA AUGUST 200e
<br />WATER SERVICE
<br />SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS
<br />IMPROVEMENT CW_W8
<br />INSTALLATION
<br />STANDARD NO.
<br />o PROFESS/0N
<br />E.
<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />Backfill with materials equal to or
<br />better than the existing pavement y
<br />PUMPER OUTLET FACING STREET
<br />0
<br />2" MIN.
<br />16" MIN. 4" MAX. 7
<br />20" MAX, , STANDARD
<br />and base in quality. New pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />e 4"CLEARANCE
<br />HYDRANT "T"
<br />MECHANICAL JOINT
<br />❑5 \ I
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing
<br />Pavement
<br />(TYPf) 6„ 6„ �- 6" Min.
<br />(TYP-)
<br />THRUST BLOCK
<br />Compact in 12" max.
<br />3'�0" lavers to 3'-0"
<br />a min. relative
<br />ECTI O N I GATE VALVE BLOCK
<br />SECTION
<br />compaction of 95%* /
<br />under pavement and _-________
<br />90% outside Variable
<br />__________ / pavement. /
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />Variable __-- --_= r Compact in 24" max. -- -
<br />O0, _ r layers to a min. relative r
<br />compaction of 85%. O' OD+12"
<br />O'
<br />O.D./2 Compact ,in 6" la ers �
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />to a minimum reative
<br />..� compaction of 90%.
<br />10" Min. 0. D. 10" Min. 10" Min. O.D. 10" Min.
<br />0. D. 0. D.
<br />5 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />+ 20" Min. + 20" Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />i
<br />NOTES: I
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />LOCATOR WIRE
<br />method No. California 216 or 231.
<br />CONNECTION TO HYDRANT.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />Re of":kWj,�
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />INSTALLATION
<br />a 3 year bond.
<br />DATE
<br />4. When shown by soil composition and compactobility, ninety percent (90%)
<br />APPROVED BY
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />Ch-kdby
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />DEPARTMENT OF PUBLIC WORKS
<br />as measured from the edge of pavement.
<br />'sol" NONE
<br />No. Revised By
<br />Approved by
<br />TYPICAL TRENCH BACKFILL
<br />Feb. 1996 PD
<br />Director of Public Works
<br />Drawn by JLD
<br />Chucked by
<br />COUNTY OF SAN JOAQUIN
<br />Date JUNE 1997
<br />Scala NONE
<br />DEPARTMENT Or PUBLIC WORKS
<br />Drawing No. R-29
<br />--I
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<br />E.
<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />i
<br />HYDRANT
<br />box
<br />PUMPER OUTLET FACING STREET
<br />0
<br />2" MIN.
<br />16" MIN. 4" MAX. 7
<br />20" MAX, , STANDARD
<br />e 8 VALVE BOX
<br />Riser pipe g
<br />e 4"CLEARANCE
<br />HYDRANT "T"
<br />MECHANICAL JOINT
<br />❑5 \ I
<br />i
<br />f�Atia
<br />Wire not #10 AWG, single strand, soft drawn
<br />required copper wire; bare along pipe, 4/64" See I
<br />between o� polyvinyl chloride insulation outside detail j
<br />these valves of valve riser pipe and into the below
<br />if within 10' valve box
<br />of tee
<br />THRUST BLOCK
<br />VALVE DETAIL
<br />CONCRETE BLOCK - THRUST
<br />electrical tape
<br />ECTI O N I GATE VALVE BLOCK
<br />SECTION
<br />Splice runs together 7
<br />NOTES:
<br />Insulation into Soldered
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />I
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />SPLICE DETAIL
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />TYPICAL LAYOUT
<br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS,
<br />1) Wire to be continuous between valve boxes,
<br />5 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />except as noted.
<br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />3 Locating wire to be laid at bottom of trench,
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />next to pipe.
<br />7Q BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />LOCATOR WIRE
<br />A?p+d by
<br />CONNECTION TO HYDRANT.
<br />Re of":kWj,�
<br />® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />INSTALLATION
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />Ch-kdby
<br />FIRE HYDRANT
<br />SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />DEPARTMENT OF PUBLIC WORKS
<br />IMPROVEMENT CW -W18
<br />STANDARD NO.
<br />'sol" NONE
<br />ASSEMBLY
<br />o PROFESS/0N
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<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />Valve
<br />box
<br />Riser pipe g
<br />i
<br />f�Atia
<br />Wire not #10 AWG, single strand, soft drawn
<br />required copper wire; bare along pipe, 4/64" See I
<br />between o� polyvinyl chloride insulation outside detail j
<br />these valves of valve riser pipe and into the below
<br />if within 10' valve box
<br />of tee
<br />VALVE DETAIL
<br />Cover splice with
<br />electrical tape
<br />Splice runs together 7
<br />keep clear of fitting
<br />Insulation into Soldered
<br />valve box (remove connection, bare
<br />at splice) wire along pipe
<br />SPLICE DETAIL
<br />TYPICAL LAYOUT
<br />NOTES: i
<br />1) Wire to be continuous between valve boxes,
<br />except as noted.
<br />2) Bare wire not to touch valves or fittings.
<br />3 Locating wire to be laid at bottom of trench,
<br />next to pipe.
<br />No. Revteed By
<br />LOCATOR WIRE
<br />A?p+d by
<br />Re of":kWj,�
<br />INSTALLATION
<br />D.- by J L D
<br />Ch-kdby
<br />COUNTY OF SAN JOAQUIN
<br />SEPT. 1991 j
<br />DEPARTMENT OF PUBLIC WORKS
<br />D_"N No. W - 8
<br />'sol" NONE
<br />o PROFESS/0N
<br />E.
<br />NO. 42764
<br />EXP.3/31 /1
<br />STgTF QF CAL\F 0`��\
<br />�- -D %
<br />
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