|
3/4 -DIA.
<br />25/B• 7- 5/8-
<br />-1-15/8.
<br />, 8•
<br />3 7/16
<br />1II19"-T3 7/16•
<br />t 25 7/8•
<br />HOOD END VIEW OF HOOD
<br />24 "' HOOD
<br />1 1/4 1 5/B'
<br />�- - r �L
<br />� 3 1/2'' i•
<br />SECTION A -A
<br />r.RATF T
<br />NOTES:
<br />THRUST BLOCK
<br />U-
<br />)N
<br />roe.
<br />FITTINGS
<br />ALL A L
<br />SOIL BEARING
<br />6
<br />1. FRAME AND HOOD
<br />A"
<br />A
<br />M
<br />22 1/7
<br />A
<br />1 -6
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />45'
<br />SHALL BE MANUFACTURED
<br />2 -0"
<br />FA. IM ro
<br />90'
<br />3'-0
<br />FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />s, sanom °Ire.,, F wmx mus aIm mnroH sem nr °bw'au
<br />'.eWwrwam mw en,.. PmweMa x Ila sPaxfleelbn°
<br />TEE OUTLET
<br />CONNECTION TO HYDRANT.
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />NOT PERMITTED
<br />INTERIOR COATING WHERE
<br />OF CAST IRON CONFORMING
<br />2-6
<br />1 2-0
<br />B
<br />LIN
<br />TO ASTM A -48 -CLASS 30.
<br />,e@
<br />•'a"
<br />22 1/7
<br />-
<br />2. FRAME, GRATE, AND HOOD
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FT FNG.
<br />.., N N
<br />..�� n_Io
<br />METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />SHALL BE HS20-44 RATED.
<br />33"
<br />4'"
<br />3-0
<br />M-0
<br />3. GRATE SHALL BE RIVITED STEEL, PLAN OF
<br />FRAME
<br />HOT -DIPPED GALVANIZED AND CHAINED TO
<br />FRAME WITH 18. OF 1/4" HEAT-TREATED CHAIN.
<br />4. FRAME AND HOOD SHALL BE
<br />APPURTENANCES PER AGENCY REQUIREMENTS
<br />COATED WITH BITUMINOUS
<br />UNE
<br />MATERIAL CONFORMING TO
<br />A.Ill C203.
<br />5. FRAME SHALL WEIGH 154 LBS.,
<br />2'-0
<br />GRATE SHALL WEIGH 42 LBS.,
<br />4
<br />HOOD SHALL WEIGH 100 LBS.
<br />S. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO
<br />FRAME AND HOOD.
<br />EVISION
<br />WTE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPR0.ID Im
<br />4-0
<br />-
<br />COUNTY OF SAN JOAQUIN
<br />DEAD N
<br />-U
<br />FRAME & GRATE
<br />WJOAQUIN 00=
<br />0 DATE
<br />UNE
<br />@enol, a weuc .owe
<br />TYPE 1 CURB INLET
<br />IMPROVEMENT
<br />1 T-0"
<br />CATCHBASIN
<br />STANDARD NO. -M9
<br />W
<br />W
<br />D N
<br />Q
<br />M g
<br />0
<br />A.
<br />HYDRANT
<br />- PUMPER OUTLET FACING STREET
<br />16" MIN. 2" MIN.
<br />20" MAX. 4" 7
<br />STANDARD
<br />/-VALVE BOX
<br />THRUST BLOCK
<br />CONCRETE BLOCK
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />INSTALL GRADE RINGS AS REQUIRED
<br />FOR GRADE (GROUT IN PLACE)
<br />12" MAXIMUM.
<br />PRECAST REINFORCED CONCENTRIC
<br />CONCRETE CONE ED
<br />ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BED AND
<br />_ BANDED WITH MORTAR ON
<br />BOTH INTERIOR AND EXTERIOR
<br />SURFACES.
<br />=.
<br />HAND FINISH SLOPES
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES 33' DIAMETER AND SMALLER.
<br />fl ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />Q3 PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO A.S.T.M. C-478
<br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE).
<br />Q INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />PJC PIPE INSTALLATIONS.
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />EVISION I mm I CONNTYwmr IMPROVFMFNT STANDARFIC I APPROVED Br
<br />TYPE I W JOAQUIN COUNTY DATE
<br />vmos a Max: scale
<br />MAINTENANCE HOLE MPROVEMENT x_57
<br />STANDARD N0.
<br />MAINTENANCE HOLE FRAME
<br />• ' & COVER, ADJUST TO GRA
<br />- 4"CLEARANCE PER COUNTYWIDE STANDAR
<br />MECHAN© L JOINT r HYDRANT" /
<br />I I
<br />THRUST
<br />SECTION GATE VALVE BLOCK
<br />REMOVE TOP OF PIPE
<br />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH UNE.
<br />VAM
<br />..B..+ ++"A."A'1' MIN. V MIN
<br />OEI)
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK
<br />BEND TEE OUTLET DEAD END
<br />45' MAX.
<br />(TYP. FOR ALL
<br />ANGLES)
<br />1' MIN. -I
<br />TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />NOTES
<br />1. ALL THRUST BLOCKS SHALL
<br />BE POURED AGAINST
<br />UNDISTI-IRRFD 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 CHART IMPROVEMENT CW
<br />STANDARD NO. -WL,
<br />Tr�
<br />.r -
<br />END ANDCORNER
<br />'p 'tl v
<br />PAST ecS_ PoY
<br />Fe^mq e°Vlb ttl IY w w tW - Mn,Y
<br />-
<br />rb• r. rine ow .. axa r er aN sen x r a,µ er ea .ya m.aw
<br />a� w
<br />v/L1I1I MA
<br />xq Wye
<br />Sewer
<br />Main
<br />vise @." m r rte• x p..sa.
<br />'s-3Main
<br />tw ex.xirM`.nw'°ri ai: w ,rt m I.q. Tin° u -i -is•
<br />TSP" a-a1z'
<br />fII10E LDGTION
<br />`--IIJ STAINLESS STEEL
<br />BANDS (2 MIN.) -6 �-7-EY_n-
<br />i ANCHORED TO WALL Typical Fabric MouniM DxaM
<br />,•"L AT 24. O.C. WITH
<br />STAINLESS STEEL
<br />CONC. ANCHORS
<br />NOTES: BEVEL -
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY, LONG RADIUS
<br />ELBOW
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES: SECTION A -A • SECTION B B•
<br />TYPICAL MEMBER DIMENSIONS See Notes
<br />THRUST BLOCK
<br />A QUI
<br />)N
<br />roe.
<br />FITTINGS
<br />ALL A L
<br />SOIL BEARING
<br />6
<br />LINE OR SMALLER"
<br />A"
<br />"B
<br />M
<br />22 1/7
<br />1 -6
<br />1 -6
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />45'
<br />2 -0
<br />2 -0"
<br />FA. IM ro
<br />90'
<br />3'-0
<br />FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />s, sanom °Ire.,, F wmx mus aIm mnroH sem nr °bw'au
<br />'.eWwrwam mw en,.. PmweMa x Ila sPaxfleelbn°
<br />TEE OUTLET
<br />CONNECTION TO HYDRANT.
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />NOT PERMITTED
<br />INTERIOR COATING WHERE
<br />DEAD END
<br />2-6
<br />1 2-0
<br />B
<br />LIN
<br />r
<br />,e@
<br />•'a"
<br />22 1/7
<br />-
<br />2_
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FT FNG.
<br />.., N N
<br />..�� n_Io
<br />METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />90'
<br />4'"
<br />3-0
<br />M-0
<br />(]
<br />METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO
<br />HAVE TRAFFIC COVERS.
<br />8.
<br />APPURTENANCES PER AGENCY REQUIREMENTS
<br />10
<br />UNE
<br />INSTALL LOCATOR WIRE.
<br />2'-0
<br />4
<br />___7L
<br />UUILLI
<br />4-0
<br />-
<br />DEAD N
<br />-U
<br />X-6"
<br />2
<br />UNE
<br />22 1 2'
<br />1 3 -0
<br />1 T-0"
<br />45'1
<br />4
<br />7
<br />TEE OUTLET1
<br />5
<br />DEAD END
<br />1 5-0-
<br />4-0
<br />THRUST BLOCK CHART IMPROVEMENT CW
<br />STANDARD NO. -WL,
<br />Tr�
<br />.r -
<br />END ANDCORNER
<br />'p 'tl v
<br />PAST ecS_ PoY
<br />Fe^mq e°Vlb ttl IY w w tW - Mn,Y
<br />-
<br />rb• r. rine ow .. axa r er aN sen x r a,µ er ea .ya m.aw
<br />a� w
<br />v/L1I1I MA
<br />xq Wye
<br />Sewer
<br />Main
<br />vise @." m r rte• x p..sa.
<br />'s-3Main
<br />tw ex.xirM`.nw'°ri ai: w ,rt m I.q. Tin° u -i -is•
<br />TSP" a-a1z'
<br />fII10E LDGTION
<br />`--IIJ STAINLESS STEEL
<br />BANDS (2 MIN.) -6 �-7-EY_n-
<br />i ANCHORED TO WALL Typical Fabric MouniM DxaM
<br />,•"L AT 24. O.C. WITH
<br />STAINLESS STEEL
<br />CONC. ANCHORS
<br />NOTES: BEVEL -
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY, LONG RADIUS
<br />ELBOW
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES: SECTION A -A • SECTION B B•
<br />TYPICAL MEMBER DIMENSIONS See Notes
<br />HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />uxnb.
<br />)N
<br />roe.
<br />e.w
<br />8" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />B" DIAMETER MAX. SIZE OF FEEDER PIPE.
<br />Nq�:
<br />®6
<br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />M
<br />Oa) NJ V n
<br />as
<br />" n
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />X90` ELL DUCTILE
<br />BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER PIPE EXCEEDS 24".
<br />yP.xrainy scwya
<br />.nn wl
<br />FA. IM ro
<br />BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />®
<br />FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />s, sanom °Ire.,, F wmx mus aIm mnroH sem nr °bw'au
<br />'.eWwrwam mw en,.. PmweMa x Ila sPaxfleelbn°
<br />BQ
<br />CONNECTION TO HYDRANT.
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />NOT PERMITTED
<br />INTERIOR COATING WHERE
<br />a. cavi. )yea. .nMn amsb .@, sea x+awrn ,.oas.m.,m a,a em..
<br />r
<br />IMPROVEMENT CW -W18
<br />STANDARD N0.
<br />4.
<br />E DIRE
<br />HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />POST
<br />)N
<br />rm
<br />e.w
<br />8" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />®
<br />B" DIAMETER MAX. SIZE OF FEEDER PIPE.
<br />Nq�:
<br />®6
<br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />M
<br />THIS TYPE MAINTENANCE HOLE SHALL BE USED WHERE THE DIFFERENCE IN ELEVATION
<br />be
<br />,, Tn. mem •"°mPla x eine+ U. mey
<br />spa,. pa.. Pe°t as e+asen
<br />,oae
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />X90` ELL DUCTILE
<br />BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER PIPE EXCEEDS 24".
<br />yP.xrainy scwya
<br />.nn wl
<br />FA. IM ro
<br />BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />®
<br />FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />s, sanom °Ire.,, F wmx mus aIm mnroH sem nr °bw'au
<br />'.eWwrwam mw en,.. PmweMa x Ila sPaxfleelbn°
<br />BQ
<br />CONNECTION TO HYDRANT.
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />NOT PERMITTED
<br />INTERIOR COATING WHERE
<br />a. cavi. )yea. .nMn amsb .@, sea x+awrn ,.oas.m.,m a,a em..
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER UNES
<br />PLEASE CALL PG&E O 800-743-5000
<br />ADJUST BOX TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />-11-1/8 F
<br />YP.
<br />AI
<br />FINISHED GRADE
<br />NOTE m
<br />11. VALVEBOXAND UD SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UDS SHALL HAVE MACHINED SEATING SURFACES.
<br />® VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR S" 0. CLASS 100 PVC.
<br />SEE NOTE 5.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />m VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />S. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />COUNTY OF SAN JOAQUIN
<br />VALVE BOX DETAILS
<br />2" 'S' stamped in top of
<br />curb to identify sewer
<br />service
<br />IMPROVEMENT
<br />CW -W5
<br />STANDARD NO.
<br />STANDARD VALVE BOX
<br />CONCRETE COLLAR
<br />�- FINISHED GRADE
<br />WATER
<br />RISER
<br />F- 3'
<br />NO SERVICE
<br />VALVE
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' max LT
<br />1/B bend
<br />Temyorary wood stake--� 1/4 ben
<br />(2x2 or larger) m
<br />45'combination
<br />Wye -Tee I�
<br />Service lateral I Place service line against
<br />J undisturbed earth in keyway
<br />1 R excavated in trench wall a
<br />a 114 (y minimum of service outside
<br />slope Approved stoppere diameter.
<br />Miry
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />crushed rock
<br />1/8 bend
<br />Wro
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. All services *hall be 4' inside diameter or as shown on plan.
<br />2. Contractor *hall use the most appropriate type connection
<br />(alternates on sht. 2) for the particular situation.
<br />3. See standard plan for required cleanouts & boxes.
<br />Sheet i of 2
<br />SEWER SERVICE LATERAL
<br />COUNTY OF SAN JOAQUIN er SEPT. is
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />bend
<br />`Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />j= Bell to be keyed =
<br />into trench wall
<br />1= _
<br />W e placed in =
<br />close C concrete to
<br />*pdngline where
<br />top of pipe is 10' or
<br />greater below finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />9..
<br />P.L.
<br />-4" DUCTILE IRON
<br />"�1OtnN�MO'a
<br />GATE
<br />POST
<br />)N
<br />rm
<br />e.w
<br />sea
<br />W.
<br />I0.
<br />M rM
<br />wrE
<br />w r.a r
<br />x ,0
<br />• Ass
<br />1,F
<br />;;.w
<br />.•
<br />,oae
<br />SERVICE PIPE TO BE CONi1N0005 (NO JOINTS BETWEEN MAIN AND ANGLE METER STOP.
<br />X90` ELL DUCTILE
<br />r
<br />1A@
<br />FA. IM ro
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />Ewe ce a' COUNTY DATE
<br />°°STM@^�'� .M['xF
<br />wanr
<br />r
<br />TN
<br />0
<br />r
<br />.w or
<br />r
<br />IMPROVEMENT CW -W18
<br />STANDARD N0.
<br />4" DUCTILE IRON
<br />IMPROVEMENT CW -S10
<br />STANDARD N0.
<br />r
<br />,e@
<br />•'a"
<br />Kir^
<br />r
<br />em
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER UNES
<br />PLEASE CALL PG&E O 800-743-5000
<br />ADJUST BOX TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />-11-1/8 F
<br />YP.
<br />AI
<br />FINISHED GRADE
<br />NOTE m
<br />11. VALVEBOXAND UD SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UDS SHALL HAVE MACHINED SEATING SURFACES.
<br />® VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR S" 0. CLASS 100 PVC.
<br />SEE NOTE 5.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />m VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />S. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />COUNTY OF SAN JOAQUIN
<br />VALVE BOX DETAILS
<br />2" 'S' stamped in top of
<br />curb to identify sewer
<br />service
<br />IMPROVEMENT
<br />CW -W5
<br />STANDARD NO.
<br />STANDARD VALVE BOX
<br />CONCRETE COLLAR
<br />�- FINISHED GRADE
<br />WATER
<br />RISER
<br />F- 3'
<br />NO SERVICE
<br />VALVE
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' max LT
<br />1/B bend
<br />Temyorary wood stake--� 1/4 ben
<br />(2x2 or larger) m
<br />45'combination
<br />Wye -Tee I�
<br />Service lateral I Place service line against
<br />J undisturbed earth in keyway
<br />1 R excavated in trench wall a
<br />a 114 (y minimum of service outside
<br />slope Approved stoppere diameter.
<br />Miry
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />crushed rock
<br />1/8 bend
<br />Wro
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. All services *hall be 4' inside diameter or as shown on plan.
<br />2. Contractor *hall use the most appropriate type connection
<br />(alternates on sht. 2) for the particular situation.
<br />3. See standard plan for required cleanouts & boxes.
<br />Sheet i of 2
<br />SEWER SERVICE LATERAL
<br />COUNTY OF SAN JOAQUIN er SEPT. is
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />bend
<br />`Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />j= Bell to be keyed =
<br />into trench wall
<br />1= _
<br />W e placed in =
<br />close C concrete to
<br />*pdngline where
<br />top of pipe is 10' or
<br />greater below finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />9..
<br />P.L.
<br />-4" DUCTILE IRON
<br />"�1OtnN�MO'a
<br />R Q D BY AGENCY
<br />® RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS
<br />10 DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE.
<br />7. INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY.
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<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />1PPRO'£0 B`'
<br />REVISION
<br />wrE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />I NQRaNED W
<br />CHAIN LINK FENCE
<br />2
<br />SERVICE PIPE TO BE CONi1N0005 (NO JOINTS BETWEEN MAIN AND ANGLE METER STOP.
<br />X90` ELL DUCTILE
<br />I
<br />FA. IM ro
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />Ewe ce a' COUNTY DATE
<br />°°STM@^�'� .M['xF
<br />INSIDE SANITARY SEWER
<br />DROP MAINTENANCE HOLE
<br />SAN Jou"UIN COUNTY DAif
<br />aF N'•x'@"IO
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />IMPROVEMENT CW -W18
<br />STANDARD N0.
<br />4" DUCTILE IRON
<br />IMPROVEMENT CW -S10
<br />STANDARD N0.
<br />.a. DEW
<br />FLANGED SPOOL
<br />•'a"
<br />COUNTY OF SAN JOAQUIN
<br />�°••��
<br />w JUNE 1987
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FT FNG.
<br />.., N N
<br />..�� n_Io
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER UNES
<br />PLEASE CALL PG&E O 800-743-5000
<br />ADJUST BOX TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />-11-1/8 F
<br />YP.
<br />AI
<br />FINISHED GRADE
<br />NOTE m
<br />11. VALVEBOXAND UD SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UDS SHALL HAVE MACHINED SEATING SURFACES.
<br />® VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR S" 0. CLASS 100 PVC.
<br />SEE NOTE 5.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />m VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />S. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />COUNTY OF SAN JOAQUIN
<br />VALVE BOX DETAILS
<br />2" 'S' stamped in top of
<br />curb to identify sewer
<br />service
<br />IMPROVEMENT
<br />CW -W5
<br />STANDARD NO.
<br />STANDARD VALVE BOX
<br />CONCRETE COLLAR
<br />�- FINISHED GRADE
<br />WATER
<br />RISER
<br />F- 3'
<br />NO SERVICE
<br />VALVE
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' max LT
<br />1/B bend
<br />Temyorary wood stake--� 1/4 ben
<br />(2x2 or larger) m
<br />45'combination
<br />Wye -Tee I�
<br />Service lateral I Place service line against
<br />J undisturbed earth in keyway
<br />1 R excavated in trench wall a
<br />a 114 (y minimum of service outside
<br />slope Approved stoppere diameter.
<br />Miry
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />crushed rock
<br />1/8 bend
<br />Wro
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. All services *hall be 4' inside diameter or as shown on plan.
<br />2. Contractor *hall use the most appropriate type connection
<br />(alternates on sht. 2) for the particular situation.
<br />3. See standard plan for required cleanouts & boxes.
<br />Sheet i of 2
<br />SEWER SERVICE LATERAL
<br />COUNTY OF SAN JOAQUIN er SEPT. is
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />bend
<br />`Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />j= Bell to be keyed =
<br />into trench wall
<br />1= _
<br />W e placed in =
<br />close C concrete to
<br />*pdngline where
<br />top of pipe is 10' or
<br />greater below finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />9..
<br />P.L.
<br />-4" DUCTILE IRON
<br />"�1OtnN�MO'a
<br />FLANGED SPOOL
<br />NOTES:
<br />THRUST BLOCK
<br />1" DIA MIN. LINE EACH LOT.
<br />2
<br />SERVICE PIPE TO BE CONi1N0005 (NO JOINTS BETWEEN MAIN AND ANGLE METER STOP.
<br />X90` ELL DUCTILE
<br />90' COMP. x COMP. ELL, '.MMES JONES' J- 610 W/J-2806
<br />IRON FLANGE x
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />FLANGE30
<br />METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />PART OF THE CONNECTION FEE.
<br />4" DUCTILE IRON
<br />©
<br />GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />FLANGED SPOOL
<br />5.
<br />THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM MOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FT FNG.
<br />©
<br />METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />(]
<br />METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO
<br />HAVE TRAFFIC COVERS.
<br />8.
<br />APPURTENANCES PER AGENCY REQUIREMENTS
<br />9.
<br />INSTALL LOCATOR WIRE.
<br />.,.I WATER SERVICE
<br />IMPROVEMENT CW -w6 INSTALLATION
<br />STANDARD N0.
<br />CAST IRON LAMPHOLE FRAME & COVER PER STANDARDS
<br />"CLASSCAST INCRETE
<br />-i��:
<br />20'
<br />-�--27"--I I-'30"
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/8" BELOW
<br />FINISHED GRADE
<br />3 EA. -5/8" DIA
<br />% 6' BOLTS
<br />FINISHED GRADE PAVEMENT
<br />2
<br />SEWER SERVICE LATERAL
<br />COUNTY OF= JOAQUIN e., SEPT. 191
<br />oo..mm� w e.w.m. a..a a s -
<br />VARIABLE
<br />WjIVA'
<br />SEWER UNE
<br />ELEVATION
<br />SANITARY SEWER UNE.
<br />NOTES:
<br />© 6"0 45' ELBOW
<br />® JOINTS ARE NOT TO BE ENCASED IN CONCRETE
<br />3. LAMPHOLE MAYBE USED WHERE APPROVED BY AGENCY
<br />DATE COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />SANITARY SEWER
<br />LAMPHOLE
<br />IMPROVEMENT CW -W8
<br />STANDARD NO.
<br />END VIEW
<br />IMPROVEMENT cw-sn
<br />STANDARD N0.
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3422
<br />CARBONA STATION UNIT 2
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />NOVEMBER, 2004
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SCALE: N.T.S. BENCH MARK: EL: r24
<br />T
<br />DRAWN BY: LM DESCRIPTION:
<br />DESIGNED BY: HEE
<br />CHECKED BY: N0AS BUILT BY:5
<br />
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