|
3/4"DIA.
<br />1 2 i B"r71 5/8"
<br />5 1/4"
<br />'--III-15/8" 5/BAS-
<br />3 7/18 �7 � 19"--I-3 7/18"
<br />IL� 25 7/8"
<br />HOOD END VIEW OF HOOD
<br />HOOD
<br />�L 1 1/4' 1 /8"
<br />n 3
<br />SECTION A -A -
<br />GRATE
<br />M -
<br />NOTES:
<br />BANDED WITH MORTAR ON
<br />1. FRAMEAND HOOD A
<br />A
<br />SHALL BE MANUFACTURED
<br />(TYP. FOR A)LL
<br />FOR
<br />OF CAST IRON CONFORMING
<br />SURFACES.
<br />TO ASTM A -48 -CLASS 30.
<br />22 1/7
<br />2. FRAME, GRATE. AND HOOD
<br />1 -6
<br />SHALL BE HS20-k RATED. 33"
<br />Fi
<br />U
<br />3. GRATE SHALL BE INVITED STEEL. PLAN OF FRAME
<br />HOT -DIPPED GALVANIZED AND CHAINED TO
<br />w �B.
<br />HAND FINISH SLOPES
<br />FRAME WITH 18' OF 1/4" HEAT-TREATED CHAIN.
<br />TEE OUTLET
<br />4. FRAME AND HOOD SHALL BE
<br />2-0
<br />COATED WITH BITUMINOUS
<br />•
<br />MATERIAL CONFORMING TO
<br />TINE
<br />A.W.W.A. C203.
<br />CONNECTION TO HYDRANT.
<br />5. FRAME SHALL WEIGH 154 LBS.,
<br />NOT PERMITTED
<br />GRATE SHALL WEIGH 42 LBS.,
<br />®
<br />HOOD SHALL WEIGH 100 LBS.
<br />THRUST BLOCK
<br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND HOOD.
<br />MIN
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />-
<br />DEAD END
<br />I
<br />FRAME & GRATE
<br />IJN
<br />WIN J W DATE
<br />UNDISTURBED EARTH
<br />TYPE 1 CURB INLET
<br />CATCHBASIN
<br />O.S1e w .1 Pueuc w
<br />awoxe o
<br />FOR PIPES 33" DIAMETER AND SMALLER.
<br />IMPROVEMENT
<br />STANDARD NO. -M9
<br />02
<br />HYDRANT
<br />2. RESTRAINT SYSTEM FOR
<br />PUMPER OUTLET FACING STREET
<br />16" MIN. 2" MIN.
<br />20" MAX. 4" MAX' 7
<br />J _ I !� /-STANDARD
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />PER COUNTYWIDE STANDARDS THE BRANCH UNE.
<br />PAVEMENT
<br />INSTALL GRADE RINGS AS REQUIRED 0"A'
<br />VAM
<br />FOR GRADE (GROUT IN PLACE)
<br />12" MAXIMUM. PRECAST REINFORCED CONCENTRIC
<br />CONCRETE CONE ® "A,1' MINV MIN
<br />s •
<br />8 YICALTH UST LO.CrIC
<br />TYPICAL BLOC O KTL�USRUST BLOC jfPlj JLRUj jCjL�U;iI BLOCK � BLBCKPIC� THRUST BLOCK
<br />BEND TEE OUTLET DEAD END
<br />0 5"
<br />ce 5 ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BED AND
<br />THRUST BLOCK
<br />BANDED WITH MORTAR ON
<br />45' MAX.
<br />FITTINGSALL
<br />ylBOTH INTERIOR AND EXTERIOR
<br />(TYP. FOR A)LL
<br />FOR
<br />8 LINE OR SMALLER
<br />SURFACES.
<br />B'
<br />22 1/7
<br />1 -6
<br />1 -6
<br />45'
<br />Fi
<br />U
<br />2;=O;;
<br />90'
<br />w �B.
<br />HAND FINISH SLOPES
<br />'
<br />TEE OUTLET
<br />I
<br />2-0
<br />DEAD END
<br />•
<br />1' MIN•-�
<br />TINE
<br />OAa1BN COUNIY DTE
<br />dwwN. wawa Aw um
<br />FSTPAJNODARD
<br />CONNECTION TO HYDRANT.
<br />PRIOR APPROVAL OF THE AGENCY.
<br />NOT PERMITTED
<br />TYPICAL SECTION THRU
<br />®
<br />Z1
<br />THRUST BLOCK
<br />INTERIOR COATING WHERE REQUIRED BY AGENCY
<br />6
<br />3-0
<br />TEE OUTLET
<br />N 10
<br />-
<br />DEAD END
<br />5'-10"
<br />1. ALL THRUST BLOCKS SHALL
<br />NOTES:
<br />UNDISTURBED EARTH
<br />BE POURED AGAINST
<br />1.
<br />FOR PIPES 33" DIAMETER AND SMALLER.
<br />UNDISTURBED SOIL.
<br />02
<br />ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />2. RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />03
<br />PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />BE APPROVED BY THE
<br />N
<br />TO A.S.T.M. C-478
<br />AGENCY.
<br />12 LINE
<br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />3. THRUST RESTRAINT SYSTEMS
<br />2 1 7
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT GST -IN -PUCE).
<br />FOR PIPESURGER THAN 12"
<br />©
<br />INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />SHALL BE DESIGNED ON A
<br />1
<br />7-0
<br />CASE BY CASE BASIS AND
<br />©
<br />RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />SHALL BE APPROVED BY THE
<br />DEAD END
<br />WC PIPE INSTALLATIONS.
<br />AGENCY.
<br />THRUST BLOCK
<br />AREA REQUIRED
<br />0'
<br />FITTINGSALL
<br />A L
<br />I
<br />IL N
<br />8 LINE OR SMALLER
<br />"A"
<br />B'
<br />22 1/7
<br />1 -6
<br />1 -6
<br />45'
<br />2 -0
<br />2;=O;;
<br />90'
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />'
<br />TEE OUTLET
<br />2'-6"
<br />2-0
<br />DEAD END
<br />2-6
<br />2-0
<br />TINE
<br />OAa1BN COUNIY DTE
<br />dwwN. wawa Aw um
<br />FSTPAJNODARD
<br />CONNECTION TO HYDRANT.
<br />PRIOR APPROVAL OF THE AGENCY.
<br />NOT PERMITTED
<br />, I.w.u. and ~ as wwd. a to eP.rXMAe
<br />®
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />INTERIOR COATING WHERE REQUIRED BY AGENCY
<br />4-
<br />3-0
<br />TEE OUTLET
<br />-
<br />-
<br />DEAD END
<br />-0
<br />-
<br />0 UNE
<br />20
<br />22 11Z
<br />1
<br />2_0
<br />_
<br />27"
<br />TOP
<br />-ILL UVILLI
<br />4 -0
<br />-
<br />N
<br />-U
<br />3-8
<br />12 LINE
<br />FINISHED GRADE
<br />2 1 7
<br />3-0
<br />3-0
<br />45
<br />4-0
<br />4'-0-
<br />1
<br />7-0
<br />4-0
<br />TEE OUTLET
<br />1 5'_O-
<br />4 -0
<br />DEAD END
<br />1 5-0
<br />4 -0
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY 4. CONCRETE SHALL BE CLASS B.
<br />ILWslofl DAZE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED Iry REASON DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN
<br />SAN JDgMN COUNTY DE SW 10AQUIN CgMtt D1
<br />TYPE I
<br />veznaA w Pusuc wawa wins w waw wxq A.[ n
<br />MAINTENANCE HOLE IMPROVEMENT x_57 THRUST BLOCK CHART IMPROVEMENT CDA -w4
<br />STANDARD N0, STANDARD NO.
<br />B r REMOVE TOP OF PIPE Tom(/ a°"^°'°^ a: ams... s'
<br />MAX.
<br />STAINLESS STEEL
<br />CONC. ANCHORS 1
<br />NOTES: BEVEL
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY. LONG RADIUS _
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />E BOW
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES: SECTION A -A ,
<br />SECTION B B
<br />ENS AND CORNERoIv
<br />lr
<br />POST ASSEMBLY +r
<br />Rouen d*h n,
<br />rti• Awn. A. s.. orwe
<br />ra r. raa a•.a .. wdb ow es M,. a Y ..wa DAs w e,.sq w I^we
<br />PAI IIPA •T �w� iw, �+ •r
<br />Fabr=•III aeo
<br />-�JiII,IIIITIIIIIInfiV we it K.1
<br />b�
<br />Wye -
<br />Sewer
<br />Main
<br />T.Pw w°�r.. w:i si. a Igo ar �"s 11w a -.-a•
<br />.
<br />�LOCK904 rTy. asn•
<br />a _T_ -.1 $ U
<br />TY l Fowl. ound- M.H.
<br />TYPICAL MEMBER
<br />DIMENSIONS See
<br />0'
<br />MAINTENANCE HOLE FRAME
<br />& COVER. ADJUST TO GRADE
<br />new
<br />:LEARANCE
<br />CONCRETE BLOCK
<br />PER COUNTYWIDE STANDARDS
<br />MECH4NI❑CAL JOINT
<br />GATE VALVE
<br />T
<br />HYDRANT T'
<br />I /
<br />MAX.
<br />STAINLESS STEEL
<br />CONC. ANCHORS 1
<br />NOTES: BEVEL
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY. LONG RADIUS _
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />E BOW
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES: SECTION A -A ,
<br />SECTION B B
<br />ENS AND CORNERoIv
<br />lr
<br />POST ASSEMBLY +r
<br />Rouen d*h n,
<br />rti• Awn. A. s.. orwe
<br />ra r. raa a•.a .. wdb ow es M,. a Y ..wa DAs w e,.sq w I^we
<br />PAI IIPA •T �w� iw, �+ •r
<br />Fabr=•III aeo
<br />-�JiII,IIIITIIIIIInfiV we it K.1
<br />b�
<br />Wye -
<br />Sewer
<br />Main
<br />T.Pw w°�r.. w:i si. a Igo ar �"s 11w a -.-a•
<br />.
<br />�LOCK904 rTy. asn•
<br />a _T_ -.1 $ U
<br />TY l Fowl. ound- M.H.
<br />TYPICAL MEMBER
<br />DIMENSIONS See
<br />0'
<br />THRUST BLOCK
<br />new
<br />a.l.
<br />CONCRETE BLOCK
<br />THRUST
<br />SECTION
<br />GATE VALVE
<br />BLOCK
<br />MAX.
<br />STAINLESS STEEL
<br />CONC. ANCHORS 1
<br />NOTES: BEVEL
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY. LONG RADIUS _
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />E BOW
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES: SECTION A -A ,
<br />SECTION B B
<br />ENS AND CORNERoIv
<br />lr
<br />POST ASSEMBLY +r
<br />Rouen d*h n,
<br />rti• Awn. A. s.. orwe
<br />ra r. raa a•.a .. wdb ow es M,. a Y ..wa DAs w e,.sq w I^we
<br />PAI IIPA •T �w� iw, �+ •r
<br />Fabr=•III aeo
<br />-�JiII,IIIITIIIIIInfiV we it K.1
<br />b�
<br />Wye -
<br />Sewer
<br />Main
<br />T.Pw w°�r.. w:i si. a Igo ar �"s 11w a -.-a•
<br />.
<br />�LOCK904 rTy. asn•
<br />a _T_ -.1 $ U
<br />TY l Fowl. ound- M.H.
<br />TYPICAL MEMBER
<br />DIMENSIONS See
<br />Notes
<br />RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR
<br />DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE.
<br />INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY.
<br />new
<br />a.l.
<br />DIA. PJC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />®
<br />8" DIAMETER MAX. SIZE OF FEEDER PIPE.
<br />xaTEs
<br />+ Tn. eeo.. N.A. deo.. admpl� a P� .w wee. wNNh ^w
<br />w
<br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A CATE VALVE INSTALLED
<br />m
<br />THIS TYPE MAINTENANCE HOLE SHALL BE USED WHERE THE DIFFERENCE IN ELEVATION
<br />xlry•
<br />'
<br />t-
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />PART OF THE CONNECTION FEE.
<br />BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER PIPE EXCEEDS 24".
<br />domay My, q, aP.wleade
<br />zl
<br />••..DAA
<br />M
<br />FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />y yds, .sawn in A. EDNe met d.d wm* inn ow NAn9th
<br />OAa1BN COUNIY DTE
<br />dwwN. wawa Aw um
<br />FSTPAJNODARD
<br />CONNECTION TO HYDRANT.
<br />PRIOR APPROVAL OF THE AGENCY.
<br />NOT PERMITTED
<br />, I.w.u. and ~ as wwd. a to eP.rXMAe
<br />®
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />INTERIOR COATING WHERE REQUIRED BY AGENCY
<br />s. auer dw^o welch wn0 .xn ew •r.Mh . Inwn.A add dtlr
<br />9. INSTALL LOCATOR WIRE.
<br />ow
<br />..
<br />.w•,
<br />r
<br />lwn
<br />COUNTY OF SAN JOAQUIN
<br />.w JUNE 1997
<br />._..., n_,�
<br />20
<br />z
<br />r
<br />zm
<br />27"
<br />4.
<br />HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />POST
<br />RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR
<br />DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE.
<br />INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY.
<br />new
<br />a.l.
<br />DIA. PJC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />®
<br />8" DIAMETER MAX. SIZE OF FEEDER PIPE.
<br />xaTEs
<br />+ Tn. eeo.. N.A. deo.. admpl� a P� .w wee. wNNh ^w
<br />6B6"
<br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A CATE VALVE INSTALLED
<br />m
<br />THIS TYPE MAINTENANCE HOLE SHALL BE USED WHERE THE DIFFERENCE IN ELEVATION
<br />xlry•
<br />'
<br />t-
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />PART OF THE CONNECTION FEE.
<br />BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER PIPE EXCEEDS 24".
<br />domay My, q, aP.wleade
<br />zl
<br />BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />M
<br />FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />y yds, .sawn in A. EDNe met d.d wm* inn ow NAn9th
<br />OAa1BN COUNIY DTE
<br />dwwN. wawa Aw um
<br />FSTPAJNODARD
<br />CONNECTION TO HYDRANT.
<br />PRIOR APPROVAL OF THE AGENCY.
<br />NOT PERMITTED
<br />, I.w.u. and ~ as wwd. a to eP.rXMAe
<br />®
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />®
<br />INTERIOR COATING WHERE REQUIRED BY AGENCY
<br />s. auer dw^o welch wn0 .xn ew •r.Mh . Inwn.A add dtlr
<br />,�iFORE YOU DIG
<br />"CALL,'�1SA UNDERGROUND SERVICE ALERT
<br />48 HQ1R5 PRIOR TO CONSTRUCTION. CALL
<br />OLL
<br />FfRREE /-800-2D-2600
<br />ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PLE 10 FEET FROM POWER LINES, IF VOLA
<br />5T WORK W 10 FEET OF POWER ONES
<br />P)yEASE CALL PG&E O 800-743-5000
<br />ADJUST BOX TO GRADESTANDARD VALVE BOX
<br />PER COUNTYWIDE STANDARDS
<br />F
<br />;1-1/ ��. CONCRETE COLLAR FINISHED GRADE
<br />-II, FINISHED GRADE
<br />i
<br />_ ]-1 /2 e" " 9" 5' MAX 3i
<br />12 .•. '" ALSO SEE NOTE M
<br />U EDN
<br />® a ° P P 'e • P 9"
<br />k
<br />2] II,E
<br />BLIND FLANGE TAP
<br />-� FOR 2-1/2" HOSE
<br />RISER ADAPTER WITH BRA
<br />CAP AS APPROVED
<br />BY
<br />BY AGENCY.
<br />WATER
<br />r MAIN 4" DII(RII F IRON
<br />NOTES:
<br />1. VALVE BOX AND UD SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UOS SHALL HAVE MACHINED SEATING SURFACES.
<br />M 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 B" 0, CUSS 100 PJC.
<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 />B. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />VALVE BOX DETAILS
<br />2" 'S' stamped in top of
<br />curb to identify sewer
<br />service -
<br />1' min 2' max
<br />IMPROVEMENT CW -W5
<br />STANDARD NO.
<br />Tompporory wood stake -
<br />M2 or larger)
<br />45' Wye -Tee
<br />combination
<br />Service lateral
<br />4 Per
<br />slope 1/ " Approved stoppers
<br />4' min 5' max
<br />Undisturbed earth
<br />crushed rock
<br />1/B bend
<br />Wye
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. All services shall be 4" inside diameter or as shown on plan.
<br />2. Contractor shall 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 1 of 2
<br />DADA.. I . I I..
<br />SEWER SERVICE LATERAL
<br />COUNTY OF SAN JOAQUINSEPT. H
<br />sw.w.rwrenm .r.A c _
<br />L3' MIN.
<br />NO SERVICE CONNECTIONS
<br />ADAPTOR REDUCER
<br />VALVE
<br />AS REQUIRED
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY,
<br />1/8
<br />1/4 bend
<br />Place service line against
<br />undisturbed earth in keyway
<br />excavated in trench wall a
<br />minimum of service outside
<br />diameter.
<br />T21tlWr
<br />BLOW -OFF
<br />ALT. A
<br />25 min. e
<br />1/8 bend
<br />� Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />= Bell to be keyed =
<br />Into trench wall -
<br />I= I =
<br />WW e placed in
<br />C concrete to
<br />son. n9line where
<br />top of pipe is 10' or
<br />greater Delow finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />SEWER SERVICE LA
<br />REV. NO. I DESCRIPTION
<br />Pi L.
<br />n
<br />GATE
<br />POST
<br />RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR
<br />DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE.
<br />INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY.
<br />new
<br />a.l.
<br />xe".a
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />w.Px
<br />wdn
<br />ao
<br />rA.
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />A Aur
<br />xlry•
<br />'
<br />t-
<br />CHAIN LINK FENCE
<br />PART OF THE CONNECTION FEE.
<br />4" DUCTILE IRON
<br />© GATE VALVE IS REWIRED PRIOR TO ANY POINT OF CONNECTION.
<br />�
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />r
<br />lux
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />OAa1BN COUNIY DTE
<br />dwwN. wawa Aw um
<br />FSTPAJNODARD
<br />PRIOR APPROVAL OF THE AGENCY.
<br />INSIDE SANITARY SEWER
<br />DROP MAINTENANCE HOLE
<br />SW JD.DMN COUNTY DTE
<br />P.ecasww wawa
<br />HAVE TRAFFIC COVERS.
<br />CUSS "B" CAST IN
<br />ly Aur
<br />T
<br />9. INSTALL LOCATOR WIRE.
<br />ow
<br />..
<br />.w•,
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<br />lwn
<br />COUNTY OF SAN JOAQUIN
<br />.w JUNE 1997
<br />._..., n_,�
<br />20
<br />z
<br />r
<br />zm
<br />27"
<br />,�iFORE YOU DIG
<br />"CALL,'�1SA UNDERGROUND SERVICE ALERT
<br />48 HQ1R5 PRIOR TO CONSTRUCTION. CALL
<br />OLL
<br />FfRREE /-800-2D-2600
<br />ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PLE 10 FEET FROM POWER LINES, IF VOLA
<br />5T WORK W 10 FEET OF POWER ONES
<br />P)yEASE CALL PG&E O 800-743-5000
<br />ADJUST BOX TO GRADESTANDARD VALVE BOX
<br />PER COUNTYWIDE STANDARDS
<br />F
<br />;1-1/ ��. CONCRETE COLLAR FINISHED GRADE
<br />-II, FINISHED GRADE
<br />i
<br />_ ]-1 /2 e" " 9" 5' MAX 3i
<br />12 .•. '" ALSO SEE NOTE M
<br />U EDN
<br />® a ° P P 'e • P 9"
<br />k
<br />2] II,E
<br />BLIND FLANGE TAP
<br />-� FOR 2-1/2" HOSE
<br />RISER ADAPTER WITH BRA
<br />CAP AS APPROVED
<br />BY
<br />BY AGENCY.
<br />WATER
<br />r MAIN 4" DII(RII F IRON
<br />NOTES:
<br />1. VALVE BOX AND UD SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UOS SHALL HAVE MACHINED SEATING SURFACES.
<br />M 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 B" 0, CUSS 100 PJC.
<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 />B. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />VALVE BOX DETAILS
<br />2" 'S' stamped in top of
<br />curb to identify sewer
<br />service -
<br />1' min 2' max
<br />IMPROVEMENT CW -W5
<br />STANDARD NO.
<br />Tompporory wood stake -
<br />M2 or larger)
<br />45' Wye -Tee
<br />combination
<br />Service lateral
<br />4 Per
<br />slope 1/ " Approved stoppers
<br />4' min 5' max
<br />Undisturbed earth
<br />crushed rock
<br />1/B bend
<br />Wye
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. All services shall be 4" inside diameter or as shown on plan.
<br />2. Contractor shall 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 1 of 2
<br />DADA.. I . I I..
<br />SEWER SERVICE LATERAL
<br />COUNTY OF SAN JOAQUINSEPT. H
<br />sw.w.rwrenm .r.A c _
<br />L3' MIN.
<br />NO SERVICE CONNECTIONS
<br />ADAPTOR REDUCER
<br />VALVE
<br />AS REQUIRED
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY,
<br />1/8
<br />1/4 bend
<br />Place service line against
<br />undisturbed earth in keyway
<br />excavated in trench wall a
<br />minimum of service outside
<br />diameter.
<br />T21tlWr
<br />BLOW -OFF
<br />ALT. A
<br />25 min. e
<br />1/8 bend
<br />� Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />= Bell to be keyed =
<br />Into trench wall -
<br />I= I =
<br />WW e placed in
<br />C concrete to
<br />son. n9line where
<br />top of pipe is 10' or
<br />greater Delow finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />SEWER SERVICE LA
<br />REV. NO. I DESCRIPTION
<br />Pi L.
<br />n
<br />NOTES:
<br />®
<br />11
<br />7.
<br />RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR
<br />DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE.
<br />INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY.
<br />PVC PIPE INSTALLATIONS
<br />dr A. SpcaNNal. may W and en o,xwwl a ow Dgxwr
<br />x' oWde .u.rtN.d alae W unt- w °A+' O1' Px1
<br />e. ame Rwe .Dawn . nadel
<br />e. Pero, eats w. rookol wMn .a.dn.d on so PMA saw+
<br />aN DTE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />O,£D W
<br />REVIBNA
<br />IRON FLANGE x
<br />DTE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPlXwED W
<br />wealswReapseal .awl
<br />'
<br />t-
<br />CHAIN LINK FENCE
<br />PART OF THE CONNECTION FEE.
<br />4" DUCTILE IRON
<br />© GATE VALVE IS REWIRED PRIOR TO ANY POINT OF CONNECTION.
<br />FLANGED SPOOL
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />no. 'm
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FIRING.
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />OAa1BN COUNIY DTE
<br />dwwN. wawa Aw um
<br />FSTPAJNODARD
<br />PRIOR APPROVAL OF THE AGENCY.
<br />INSIDE SANITARY SEWER
<br />DROP MAINTENANCE HOLE
<br />SW JD.DMN COUNTY DTE
<br />P.ecasww wawa
<br />HAVE TRAFFIC COVERS.
<br />CUSS "B" CAST IN
<br />& APPURTENANCES PER AGENCY REQUIREMENTS
<br />RVEMENT Ly,_W18
<br />N0.
<br />9. INSTALL LOCATOR WIRE.
<br />IMPROVEMENT CW -s10
<br />STANDARD N0.
<br />DEW
<br />J-
<br />`:
<br />COUNTY OF SAN JOAQUIN
<br />.w JUNE 1997
<br />._..., n_,�
<br />20
<br />,�iFORE YOU DIG
<br />"CALL,'�1SA UNDERGROUND SERVICE ALERT
<br />48 HQ1R5 PRIOR TO CONSTRUCTION. CALL
<br />OLL
<br />FfRREE /-800-2D-2600
<br />ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PLE 10 FEET FROM POWER LINES, IF VOLA
<br />5T WORK W 10 FEET OF POWER ONES
<br />P)yEASE CALL PG&E O 800-743-5000
<br />ADJUST BOX TO GRADESTANDARD VALVE BOX
<br />PER COUNTYWIDE STANDARDS
<br />F
<br />;1-1/ ��. CONCRETE COLLAR FINISHED GRADE
<br />-II, FINISHED GRADE
<br />i
<br />_ ]-1 /2 e" " 9" 5' MAX 3i
<br />12 .•. '" ALSO SEE NOTE M
<br />U EDN
<br />® a ° P P 'e • P 9"
<br />k
<br />2] II,E
<br />BLIND FLANGE TAP
<br />-� FOR 2-1/2" HOSE
<br />RISER ADAPTER WITH BRA
<br />CAP AS APPROVED
<br />BY
<br />BY AGENCY.
<br />WATER
<br />r MAIN 4" DII(RII F IRON
<br />NOTES:
<br />1. VALVE BOX AND UD SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL UOS SHALL HAVE MACHINED SEATING SURFACES.
<br />M 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 B" 0, CUSS 100 PJC.
<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 />B. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />VALVE BOX DETAILS
<br />2" 'S' stamped in top of
<br />curb to identify sewer
<br />service -
<br />1' min 2' max
<br />IMPROVEMENT CW -W5
<br />STANDARD NO.
<br />Tompporory wood stake -
<br />M2 or larger)
<br />45' Wye -Tee
<br />combination
<br />Service lateral
<br />4 Per
<br />slope 1/ " Approved stoppers
<br />4' min 5' max
<br />Undisturbed earth
<br />crushed rock
<br />1/B bend
<br />Wye
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. All services shall be 4" inside diameter or as shown on plan.
<br />2. Contractor shall 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 1 of 2
<br />DADA.. I . I I..
<br />SEWER SERVICE LATERAL
<br />COUNTY OF SAN JOAQUINSEPT. H
<br />sw.w.rwrenm .r.A c _
<br />L3' MIN.
<br />NO SERVICE CONNECTIONS
<br />ADAPTOR REDUCER
<br />VALVE
<br />AS REQUIRED
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY,
<br />1/8
<br />1/4 bend
<br />Place service line against
<br />undisturbed earth in keyway
<br />excavated in trench wall a
<br />minimum of service outside
<br />diameter.
<br />T21tlWr
<br />BLOW -OFF
<br />ALT. A
<br />25 min. e
<br />1/8 bend
<br />� Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />= Bell to be keyed =
<br />Into trench wall -
<br />I= I =
<br />WW e placed in
<br />C concrete to
<br />son. n9line where
<br />top of pipe is 10' or
<br />greater Delow finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />SEWER SERVICE LA
<br />REV. NO. I DESCRIPTION
<br />Pi L.
<br />n
<br />w•.mryaa on 1
<br />NOTES:
<br />THRUST BLOCK
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />,wPRwED Iry
<br />1" DLC MIN. LINE EACH LOT.
<br />X90
<br />E
<br />2 SERVICE PIPE TO CONTINUOUS NO JOINTS) BETWEEN MAIN AND ANG LL METER STOP.
<br />'JAMES JONES'
<br />ELL DUCTILE
<br />90' COMP, x COMP.P. ELL, J-2810 W/J-2808
<br />IRON FLANGE x
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />FLANGE
<br />3 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED
<br />wealswReapseal .awl
<br />INSTALLED BY THE CONTRACTOR. AGENCIES IMY ELECT TO PROVIDE THEMETER AS
<br />WATER SERVICE
<br />INSTALLATION
<br />PART OF THE CONNECTION FEE.
<br />4" DUCTILE IRON
<br />© GATE VALVE IS REWIRED PRIOR TO ANY POINT OF CONNECTION.
<br />FLANGED SPOOL
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />STANDARD NO.
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FIRING.
<br />STANDARD N0,
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />® METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO
<br />HAVE TRAFFIC COVERS.
<br />CUSS "B" CAST IN
<br />& APPURTENANCES PER AGENCY REQUIREMENTS
<br />9. INSTALL LOCATOR WIRE.
<br />w•.mryaa on 1
<br />REmsXNI
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />,wPRwED Iry
<br />COUNTY OF SAN JOAOUIN
<br />LAN J Iuol COUNTY DAlE
<br />SAIL JOAQUIN COUNTY MT
<br />wealswReapseal .awl
<br />WATER SERVICE
<br />INSTALLATION
<br />wIBTwe'PUNC. .+
<br />IMPROVEMENT CW -W6
<br />IMPROVEMENT CW -W8
<br />STANDARD NO.
<br />STANDARD N0,
<br />CAST IRON LAMPHOLE FRAME & COVER PER STANDARDS
<br />CUSS "B" CAST IN
<br />PLACE CONCRETE
<br />J-
<br />_
<br />s' i L:' y4i -L
<br />••'
<br />20
<br />-�I-
<br />27"
<br />TOP
<br />r COLLAR CONSTRUCTED
<br />1 1 7/8" BELOW
<br />FINISHED GRADE
<br />^ 1- 3 EA. -5/8" DM.
<br />I
<br />X 6" BOLTS
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHAT
<br />BE THE SAME MATERIAL AS
<br />SANITARY SEWER UNE.
<br />/-SANITARY SEWER UNE END VIEW
<br />ELEVATION
<br />NOTES:
<br />© 6"0 45' ELBOW
<br />® JOINTS ARE NOT TO BE ENCASED IN CONCRETE
<br />2 3. LAMPHOLE MAYBE USED WHERE APPROVED BY AGENCY
<br />RIDAWN IDAE I COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />SW JOAQUIN COUNTYDTI
<br />SANITARY SEWER 00030t0i Fl11L.
<br />991 IMPROVEMENT CW -S11
<br />78 LAMPHOLE STANDARD NO.
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING w PLANNING • SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3440
<br />CARBONA STATION UNIT 3
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />NOVEMBER, 2004
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SCALE: N.T.S. BENCH MARK:_ EL: SHEET
<br />DRAWN BY: LM DESCRIPTION: 16
<br />DESIGNED BY: OF 17 SHEET'
<br />CHECKED BY: JOB NO.
<br />AS BUILT BY: 0005
<br />
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