|
3 7/16
<br />ffgg ��
<br />_ �,5/8"
<br />L"
<br />f 1
<br />7/16" 5/Ban+
<br />END VIEW OF HOOD
<br />HOOD
<br />1 1/4" 1 5/8"
<br />31/2-1+1 / 5 -
<br />SECTION
<br />SECTION A -A
<br />NOTES: �-
<br />DIMENSIONS
<br />1.
<br />FRAME ANDAHOOD A
<br />[el
<br />SHALL BE MANUFACTURED
<br />7
<br />�, '. » -
<br />OF CAST IRON CONFORMING
<br />Needw
<br />RrM M Lenart
<br />TO ASTM A -48 -CLASS 30.
<br />11w r _
<br />2.
<br />FRAME, GRATE, AND HOOD
<br />A
<br />I N
<br />SHALL BE HS20-44 RATED. 33"
<br />PRECAST REINFORCED CONCENTRIC
<br />3.
<br />GRATE SHALL BE RIVITED STEEL, PLAN OF FRAME
<br />2z'
<br />HOT -DIPPED GALVANIZED AND CHAINED TO
<br />CONCRETE CONE CD
<br />els' Ma M+
<br />FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN.
<br />"
<br />4.
<br />FRAME AND HOOD SHALL BE
<br />MAINTENANCE HOLE FRAME
<br />0
<br />COATED WITH BITUMINOUS
<br />w
<br />r
<br />'
<br />MATERIAL CONFORMING TO
<br />It
<br />A.W.W.A. C203.
<br />5.
<br />FRAME SHALL WEIGH 154 LBS.,
<br />5•
<br />GRATE SHALL WEIGH 42 LBS.,
<br />PER COUNTYWIDE STANDARDS
<br />o:
<br />HOOD SHALL WEIGH 100 LBS.
<br />MECHANICAL JOINT
<br />6.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND HOOD.
<br />REVISION
<br />LATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />�111y1117�1e��i��
<br />BANDED WITH MORTAR ON
<br />FRAME & GRATE
<br />SAN JOAQUIN 36LWI DDATE
<br />il
<br />. �.
<br />TYPE 1 CURB INLET
<br />CATCHBASIN
<br />tNECER OF Pt rORK6
<br />i
<br />O
<br />IMPROVEMENT CW -M9
<br />STANDARD NO.
<br />SURFACES.
<br />HYDRANT
<br />F
<br />PUMPER OUTLET FACING STREET
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />I- W-10"-�
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES 33' DIAMETER AND SMALLER.
<br />02 ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />® 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 -PUCE).
<br />® INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />PVC PIPE INSTALLATIONS.
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />IEMsaN DATE COUNTYWIDE IMPROVEMENT STANDARDS APPS ffy
<br />COUNTY OF SAN JOAQUIN
<br />TYPE I SAH JOAQUIN COUNTY DATI
<br />eFARNOR OF PIKE RCRx6
<br />MAINTENANCE HOLE IMPROVEMENT STANDARD STANDARD N0.
<br />l- REMOVE TOP OF PIPE
<br />' 2" MIN.
<br />DIMENSIONS
<br />�;;
<br />rr
<br />INSTALL GRADE RINGS AS REQUIRED
<br />[el
<br />16" MIN. 4" MAX.
<br />7
<br />�, '. » -
<br />FOR GRADE (GROUT IN PLACE)
<br />Needw
<br />RrM M Lenart
<br />20" MAX.
<br />1_
<br />11w r _
<br />12" MAXIMUM.
<br />e
<br />1I
<br />A
<br />I N
<br />TT
<br />PRECAST REINFORCED CONCENTRIC
<br />N
<br />2z'
<br />CONCRETE CONE CD
<br />els' Ma M+
<br />r , N+N enW
<br />"
<br />e
<br />MAINTENANCE HOLE FRAME
<br />0
<br />w
<br />r
<br />'
<br />aN• els+N ,N+N ,N• N+
<br />It
<br />4
<br />D
<br />5•
<br />-r"
<br />PER COUNTYWIDE STANDARDS
<br />o:
<br />5
<br />MECHANICAL JOINT
<br />ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BED AND
<br />�111y1117�1e��i��
<br />BANDED WITH MORTAR ON
<br />il
<br />. �.
<br />BOTH INTERIOR AND EXTERIOR
<br />i
<br />O
<br />4
<br />SURFACES.
<br />F
<br />w
<br />{-6"
<br />PLAN
<br />4
<br />a,
<br />I
<br />©
<br />HAND FINISH SLOPES
<br />[.IN
<br />'• ,
<br />'
<br />•' 24" MAX.
<br />•SECTIONCATE
<br />CONCRETE BLOCK
<br />4
<br />THRUST
<br />I- W-10"-�
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES 33' DIAMETER AND SMALLER.
<br />02 ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />® 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 -PUCE).
<br />® INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />PVC PIPE INSTALLATIONS.
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />IEMsaN DATE COUNTYWIDE IMPROVEMENT STANDARDS APPS ffy
<br />COUNTY OF SAN JOAQUIN
<br />TYPE I SAH JOAQUIN COUNTY DATI
<br />eFARNOR OF PIKE RCRx6
<br />MAINTENANCE HOLE IMPROVEMENT STANDARD STANDARD N0.
<br />l- REMOVE TOP OF PIPE
<br />' 2" MIN.
<br />DIMENSIONS
<br />See Notes
<br />QXe7,7c1:1r#�iTl�:ly1:71:
<br />[el
<br />16" MIN. 4" MAX.
<br />7
<br />Pre
<br />Needw
<br />RrM M Lenart
<br />20" MAX.
<br />1_
<br />11w r _
<br />HAIM
<br />STANDARD
<br />A
<br />I N
<br />TT
<br />VALVE BOX
<br />Y�
<br />els' Ma M+
<br />r , N+N enW
<br />"
<br />e
<br />MAINTENANCE HOLE FRAME
<br />w
<br />r
<br />'
<br />aN• els+N ,N+N ,N• N+
<br />M• N+
<br />& COVER, ADJUST TO GRADE
<br />4"CLEARANCE
<br />-r"
<br />PER COUNTYWIDE STANDARDS
<br />MECHANICAL JOINT
<br />HYDRANT
<br />BI♦171�•lhlri-���
<br />�111y1117�1e��i��
<br />®
<br />PLAN
<br />THRUST BLOCK
<br />©
<br />I
<br />jl
<br />[.IN
<br />'• ,
<br />•' 24" MAX.
<br />•SECTIONCATE
<br />CONCRETE BLOCK
<br />THRUST
<br />VALVE
<br />BLOCK
<br />EE
<br />pl
<br />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH UNE.
<br />4 • "B'
<br />•
<br />"' •
<br />• 4
<br />A ..A„
<br />V MIN
<br />1' MIN.
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK
<br />TYPICAL THRUST RIO rK
<br />BEND TEE OUTLET DEAD END
<br />45' MAX.
<br />(TYP. FORLL
<br />ANGLES \,/1
<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 />r:I:aFi ■:Tfid11P.r1:7�:7xPlrn:IXC
<br />DIMENSIONS
<br />See Notes
<br />QXe7,7c1:1r#�iTl�:ly1:71:
<br />[el
<br />" rY •ere. r.,Y
<br />elwre
<br />Pre
<br />Needw
<br />RrM M Lenart
<br />"Il)
<br />11w r _
<br />HAIM
<br />(o) N r..r
<br />0) 1, TT
<br />I N
<br />TT
<br />Y�
<br />els' Ma M+
<br />r , N+N enW
<br />,W• N+N M+ Wr
<br />e
<br />w
<br />r
<br />r rN+ N+
<br />aN• els+N ,N+N ,N• N+
<br />M• N+
<br />BI♦171�•lhlri-���
<br />�111y1117�1e��i��
<br />4. CONCRETE SHALL BE CLASS B.
<br />SION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DA7
<br />KEaN11 w r wtwo
<br />THRUST BLOCK CHART IMPROVEMENT
<br />STANDARD NO.
<br />Kwea b M rer,rwe aAer a ahr
<br />pret IreereN rw .lee hw ,.. fere aaMeabn y e e belle "rare
<br />aher11rww ewnene atrer.r aeww anew y w Fie11eeeer. t•w
<br />raa�
<br />1-aro.w area. r«rN _
<br />END AND CORNER pc
<br />POST ASSEMBLY
<br />Foomq depth
<br />2'-r her erre Iw am eo- hyhh 'rRet ww 11ern ]mere ahx raw un, ws a ,a W' nm..RrNr ---
<br />r-r er tare eras «. rear, a were, with me, at r ereew N 4ww a era oweN
<br />wwert 11ea 11r erar�aw "wap
<br />.�tirewe �� eer,e r
<br />rw wr
<br />PA PA a,w err r as r
<br />11ea van+
<br />Funk outeMe r w w avMMd L�J"erw"i'
<br />a /N p Vw r M TT"i
<br />ra0rr-
<br />Wye-
<br />tar: a,r.t r a r -a' a rw6N Sewer
<br />ww.e a Tae raw a R era ,a unto
<br />r.P. a .d+.n atMt a e. a rr m' Try. Ti" CL-4-48:TIFENCE 1yp. a -e -n
<br />BANDS (2 MIN.)
<br />y4 + ANCHORED TO WALL Typical Fabric Mounting Details
<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. ' •'•� i LONG RADIUS
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT. • ' • ELBOW
<br />3. 4 HYDRANTS SHALL BE HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES: SECTION A -A SECTION B-8
<br />B -B.
<br />PAIN
<br />TYPICAL MEMBER
<br />DIMENSIONS
<br />See Notes
<br />NY PYb
<br />" rY •ere. r.,Y
<br />elwre
<br />Pre
<br />Needw
<br />RrM M Lenart
<br />"Il)
<br />11w r _
<br />HAIM
<br />(o) N r..r
<br />0) 1, TT
<br />I N
<br />TT
<br />Y�
<br />els' Ma M+
<br />r , N+N enW
<br />,W• N+N M+ Wr
<br />e
<br />w
<br />r
<br />r rN+ N+
<br />aN• els+N ,N+N ,N• N+
<br />M• N+
<br />TED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. ��.
<br />6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) ® 8" DIAMETER MAX. SIZE OF FEEDER PIPE. S:
<br />The . table Shower exempla of powi and bate eeelbm which may
<br />B FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED ® THIS TYPE MAINTENANCE HOLE SHALL BE USED WHERE THE DIFFERENCE IN ELEVATION compy with the specifications
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER PIPE EXCEEDS 24". y Syggppe shown In the Oo61e11 mua also amply with the etrmgtA
<br />(]7 BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT M FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT p owhim a the specifications
<br />CONNECTION TO HYDRANT. rrWhxrenleh,la and other
<br />®NOT PERMITTED 3. Other eeotkm which conply with the WengM ragalnmmte and other
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. 10 INTERIOR COATING WHERE REQUIRED BY AGENCY wi the sp.cxkae a bleed
<br />GATE POST
<br />yaeea week Nene" w.aA
<br />ttM/e Pea W. R Feet
<br />W ae r 2 1/2 - 4.ee
<br />4• ran
<br />ew w_ rr e' 1Aa
<br />A w N
<br />°' We. r tan
<br />eek ...
<br />W err r r 7.511
<br />(her
<br />Or wr. 1r e' 146112
<br />18.117
<br />•'w w' r 21.66
<br />xr
<br />oro may an approwl wi the Engineer
<br />10 RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS 4. Option, exercieed ala be uniform an any ane pro}ect
<br />Hale
<br />® DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE. e. Dimensions ,hewn an nominal Jeare pea arw+wr And raper w rrAenewne
<br />7. INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY. 6. Doak Mate on ^Wind when epeaned an the pane toyer raw, new w w1 N avprwl a red wer.
<br />JN DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY REASON DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED B+' '* ewwr r _-PFrwr
<br />COUNTY Of SAN JOAQUIN COUNTY OF SAN JOAQUIN t Feb. r1111e 19 CHAIN LINK FENCE
<br />SAN JOAQUIN COUNTY -DATE SMI JOAWIN COUNTY DATE
<br />FIRE HYDRANT PKaa Paso +»7 INSIDE SANITARY SEWER 0111fCf0R Or F_ DEW
<br />ASSEMBLY IMPROVEMENT �_W18 DROP MAINTENANCE HOLE IMPROVEMENT CW -510 ,• • COUNTY OF SAN JOAQUIN ea JUNE 1997
<br />STANDARD N0. STANDARD N0.
<br />..
<br />NONE wwwww, D-12
<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 LINES
<br />PLEASE CALL PG&E 0 800-743-5000
<br />1611
<br />nw;
<br />•.
<br />FINISHED GRADE
<br />SEE NOTE 0
<br />OTES
<br />1N VALVE BOX AND 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 8" 4, CLASS 100 PVC.
<br />SEE NOTE S.
<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 />8. 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 />eschar w PUKE Rawa Jur n
<br />IMPROVEMENT
<br />_W5
<br />STANDARD N0.
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />ADAPTOR/REDUCER
<br />AS REQUIRED
<br />STANDARD VALVE BOX
<br />r- FINISHED GRADE
<br />a r
<br />a a o e
<br />a a e r
<br />RISER
<br />3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />r4"DUCnLE
<br />9ANGE TAP
<br />/2" HOSE
<br />WITH BRASS
<br />PPROVED
<br />Y.E IRONSPOOL
<br />THRUST BLOCK
<br />90' ELL DUCTILE
<br />IRON FLANGE x
<br />FLANGE
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' Max
<br />1/8 bend
<br />Tom Tar wood stake -�- 1/4 bend
<br />(2x2 or larger) =I
<br />45' =Tee
<br />combination -
<br />Service lateral Place service line against
<br />undisturbed earth in keyway
<br />is it, excavated in trench wall a
<br />minimum of service outside
<br />e >< 1�A P Approved stoppers diameter.
<br />Min e1oP
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />/2" crushed rock
<br />1/8 bend
<br />-Wye
<br />C31
<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 cleonouts & boxes.
<br />Sheet 1 of 2
<br />ewer y MP.w y
<br />SEWER SERVICE LATERAL
<br />JLD
<br />r COUNTY OF SAN JOAQUIN rw. SEPT. 15
<br />NONE orylnlKn OF roup rRa ow.re xw c _
<br />COUNTY OF SAN J
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />1/8 bend
<br />Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />Bell to bekeyed
<br />into trench wall
<br />Wye placed in
<br />class C concrete to
<br />springline where
<br />top of pipe is 10' or
<br />gmater below finished
<br />grade.
<br />ALT. A CONNECTION
<br />re h;gr
<br />w s
<br />10 3
<br />! CCUPUNC
<br />BY OWNEER
<br />30" MIN. 2"
<br />SERVICE
<br />SADDLE 90. ..1/2" SRAVF..
<br />1 /?"Ii
<br />IPW
<br />(NOT TO SCALE:)
<br />NOTES:
<br />1 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE: NETEER AS
<br />PART OF THE CONNECTION FEE.
<br />40 GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />© TOUCH READ METER BOX PER AGENCY REOUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.i
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />9 LOCATOR WIRE REQUIRED BY AGENCY.
<br />0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Ej TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIFIIE.)
<br />L2j REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS.
<br />SUPPORTED BY 1/2" SCH. 80 CONDUIT (24' MIN.)
<br />(PROVIDE 1" CLEARANCE BELOW UD)
<br />JULIE bile
<br />°e�mR or P.E Tara Aer14n I IWATER SERVICE
<br />IMPROVEMENT_ws INSTALLATION
<br />STANDARD N0.
<br />CAST IRON LAMPHOLE FRAME & COVER ^PER STANDARDS
<br />ALT. C CONNECTION
<br />Sheet 2 of 2
<br />w weer, Y
<br />SEWER SERVICE LATE
<br />rare by JLD
<br />Oi1'b COUNTY OF SAN JOAQUIN
<br />ew NnuF s6ewr w Puwlc seal
<br />Ill 07
<br />REV. NO.
<br />rrere w S - 78
<br />oer¢nn a Pmo cove----_._-
<br />IMPROVEIJIENT CW --W8
<br />STANDAR.) N(7.
<br />1. :.' ���ILL�... 20'
<br />10,
<br />27' • 30" -I
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/8" BELOW
<br />FINISHED GRADE
<br />3 EA. -5/8" DIA.
<br />^" X 6" BOLTS
<br />D GRADE PAVEMENT
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />T 45' SANITARY SEWER LINE.
<br />SANITARY SEWER LINE END VIEW
<br />ELEVATION
<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 />ase+ aAre COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SMI JOAQUIN COUNTY
<br />SANITARY SEWER KawrawOrpusuc l!( ----
<br />LAMPHOLE IMPROVEMENT
<br />STANDARD N0.
<br />DIUON & MURPHY'
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING . PLANNING O SURVEYING'
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (20") 331-6E43
<br />IMPROVEMENT PLANS FOR TRACT NO. 34'04
<br />LINDLY ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />JUNE, 2005
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:-- EL: SHEET
<br />DRAWN BY: EK DESCRIPTION: 14
<br />DESIGNED BY:
<br />CHECKED BY:
<br />AS BUILT BY:
<br />01= 15 SHE".
<br />JOR NC.
<br />C'rS59
<br />GATE POST
<br />yaeea week Nene" w.aA
<br />ttM/e Pea W. R Feet
<br />W ae r 2 1/2 - 4.ee
<br />4• ran
<br />ew w_ rr e' 1Aa
<br />A w N
<br />°' We. r tan
<br />eek ...
<br />W err r r 7.511
<br />(her
<br />Or wr. 1r e' 146112
<br />18.117
<br />•'w w' r 21.66
<br />xr
<br />oro may an approwl wi the Engineer
<br />10 RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS 4. Option, exercieed ala be uniform an any ane pro}ect
<br />Hale
<br />® DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE. e. Dimensions ,hewn an nominal Jeare pea arw+wr And raper w rrAenewne
<br />7. INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY. 6. Doak Mate on ^Wind when epeaned an the pane toyer raw, new w w1 N avprwl a red wer.
<br />JN DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY REASON DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED B+' '* ewwr r _-PFrwr
<br />COUNTY Of SAN JOAQUIN COUNTY OF SAN JOAQUIN t Feb. r1111e 19 CHAIN LINK FENCE
<br />SAN JOAQUIN COUNTY -DATE SMI JOAWIN COUNTY DATE
<br />FIRE HYDRANT PKaa Paso +»7 INSIDE SANITARY SEWER 0111fCf0R Or F_ DEW
<br />ASSEMBLY IMPROVEMENT �_W18 DROP MAINTENANCE HOLE IMPROVEMENT CW -510 ,• • COUNTY OF SAN JOAQUIN ea JUNE 1997
<br />STANDARD N0. STANDARD N0.
<br />..
<br />NONE wwwww, D-12
<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 LINES
<br />PLEASE CALL PG&E 0 800-743-5000
<br />1611
<br />nw;
<br />•.
<br />FINISHED GRADE
<br />SEE NOTE 0
<br />OTES
<br />1N VALVE BOX AND 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 8" 4, CLASS 100 PVC.
<br />SEE NOTE S.
<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 />8. 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 />eschar w PUKE Rawa Jur n
<br />IMPROVEMENT
<br />_W5
<br />STANDARD N0.
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />ADAPTOR/REDUCER
<br />AS REQUIRED
<br />STANDARD VALVE BOX
<br />r- FINISHED GRADE
<br />a r
<br />a a o e
<br />a a e r
<br />RISER
<br />3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />r4"DUCnLE
<br />9ANGE TAP
<br />/2" HOSE
<br />WITH BRASS
<br />PPROVED
<br />Y.E IRONSPOOL
<br />THRUST BLOCK
<br />90' ELL DUCTILE
<br />IRON FLANGE x
<br />FLANGE
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' Max
<br />1/8 bend
<br />Tom Tar wood stake -�- 1/4 bend
<br />(2x2 or larger) =I
<br />45' =Tee
<br />combination -
<br />Service lateral Place service line against
<br />undisturbed earth in keyway
<br />is it, excavated in trench wall a
<br />minimum of service outside
<br />e >< 1�A P Approved stoppers diameter.
<br />Min e1oP
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />/2" crushed rock
<br />1/8 bend
<br />-Wye
<br />C31
<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 cleonouts & boxes.
<br />Sheet 1 of 2
<br />ewer y MP.w y
<br />SEWER SERVICE LATERAL
<br />JLD
<br />r COUNTY OF SAN JOAQUIN rw. SEPT. 15
<br />NONE orylnlKn OF roup rRa ow.re xw c _
<br />COUNTY OF SAN J
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />1/8 bend
<br />Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />Bell to bekeyed
<br />into trench wall
<br />Wye placed in
<br />class C concrete to
<br />springline where
<br />top of pipe is 10' or
<br />gmater below finished
<br />grade.
<br />ALT. A CONNECTION
<br />re h;gr
<br />w s
<br />10 3
<br />! CCUPUNC
<br />BY OWNEER
<br />30" MIN. 2"
<br />SERVICE
<br />SADDLE 90. ..1/2" SRAVF..
<br />1 /?"Ii
<br />IPW
<br />(NOT TO SCALE:)
<br />NOTES:
<br />1 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE: NETEER AS
<br />PART OF THE CONNECTION FEE.
<br />40 GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />© TOUCH READ METER BOX PER AGENCY REOUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.i
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />9 LOCATOR WIRE REQUIRED BY AGENCY.
<br />0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Ej TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIFIIE.)
<br />L2j REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS.
<br />SUPPORTED BY 1/2" SCH. 80 CONDUIT (24' MIN.)
<br />(PROVIDE 1" CLEARANCE BELOW UD)
<br />JULIE bile
<br />°e�mR or P.E Tara Aer14n I IWATER SERVICE
<br />IMPROVEMENT_ws INSTALLATION
<br />STANDARD N0.
<br />CAST IRON LAMPHOLE FRAME & COVER ^PER STANDARDS
<br />ALT. C CONNECTION
<br />Sheet 2 of 2
<br />w weer, Y
<br />SEWER SERVICE LATE
<br />rare by JLD
<br />Oi1'b COUNTY OF SAN JOAQUIN
<br />ew NnuF s6ewr w Puwlc seal
<br />Ill 07
<br />REV. NO.
<br />rrere w S - 78
<br />oer¢nn a Pmo cove----_._-
<br />IMPROVEIJIENT CW --W8
<br />STANDAR.) N(7.
<br />1. :.' ���ILL�... 20'
<br />10,
<br />27' • 30" -I
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/8" BELOW
<br />FINISHED GRADE
<br />3 EA. -5/8" DIA.
<br />^" X 6" BOLTS
<br />D GRADE PAVEMENT
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />T 45' SANITARY SEWER LINE.
<br />SANITARY SEWER LINE END VIEW
<br />ELEVATION
<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 />ase+ aAre COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SMI JOAQUIN COUNTY
<br />SANITARY SEWER KawrawOrpusuc l!( ----
<br />LAMPHOLE IMPROVEMENT
<br />STANDARD N0.
<br />DIUON & MURPHY'
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING . PLANNING O SURVEYING'
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (20") 331-6E43
<br />IMPROVEMENT PLANS FOR TRACT NO. 34'04
<br />LINDLY ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />JUNE, 2005
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:-- EL: SHEET
<br />DRAWN BY: EK DESCRIPTION: 14
<br />DESIGNED BY:
<br />CHECKED BY:
<br />AS BUILT BY:
<br />01= 15 SHE".
<br />JOR NC.
<br />C'rS59
<br />oro may an approwl wi the Engineer
<br />10 RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS 4. Option, exercieed ala be uniform an any ane pro}ect
<br />Hale
<br />® DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE. e. Dimensions ,hewn an nominal Jeare pea arw+wr And raper w rrAenewne
<br />7. INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY. 6. Doak Mate on ^Wind when epeaned an the pane toyer raw, new w w1 N avprwl a red wer.
<br />JN DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY REASON DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED B+' '* ewwr r _-PFrwr
<br />COUNTY Of SAN JOAQUIN COUNTY OF SAN JOAQUIN t Feb. r1111e 19 CHAIN LINK FENCE
<br />SAN JOAQUIN COUNTY -DATE SMI JOAWIN COUNTY DATE
<br />FIRE HYDRANT PKaa Paso +»7 INSIDE SANITARY SEWER 0111fCf0R Or F_ DEW
<br />ASSEMBLY IMPROVEMENT �_W18 DROP MAINTENANCE HOLE IMPROVEMENT CW -510 ,• • COUNTY OF SAN JOAQUIN ea JUNE 1997
<br />STANDARD N0. STANDARD N0.
<br />..
<br />NONE wwwww, D-12
<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 LINES
<br />PLEASE CALL PG&E 0 800-743-5000
<br />1611
<br />nw;
<br />•.
<br />FINISHED GRADE
<br />SEE NOTE 0
<br />OTES
<br />1N VALVE BOX AND 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 8" 4, CLASS 100 PVC.
<br />SEE NOTE S.
<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 />8. 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 />eschar w PUKE Rawa Jur n
<br />IMPROVEMENT
<br />_W5
<br />STANDARD N0.
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />ADAPTOR/REDUCER
<br />AS REQUIRED
<br />STANDARD VALVE BOX
<br />r- FINISHED GRADE
<br />a r
<br />a a o e
<br />a a e r
<br />RISER
<br />3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />r4"DUCnLE
<br />9ANGE TAP
<br />/2" HOSE
<br />WITH BRASS
<br />PPROVED
<br />Y.E IRONSPOOL
<br />THRUST BLOCK
<br />90' ELL DUCTILE
<br />IRON FLANGE x
<br />FLANGE
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' Max
<br />1/8 bend
<br />Tom Tar wood stake -�- 1/4 bend
<br />(2x2 or larger) =I
<br />45' =Tee
<br />combination -
<br />Service lateral Place service line against
<br />undisturbed earth in keyway
<br />is it, excavated in trench wall a
<br />minimum of service outside
<br />e >< 1�A P Approved stoppers diameter.
<br />Min e1oP
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />/2" crushed rock
<br />1/8 bend
<br />-Wye
<br />C31
<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 cleonouts & boxes.
<br />Sheet 1 of 2
<br />ewer y MP.w y
<br />SEWER SERVICE LATERAL
<br />JLD
<br />r COUNTY OF SAN JOAQUIN rw. SEPT. 15
<br />NONE orylnlKn OF roup rRa ow.re xw c _
<br />COUNTY OF SAN J
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />1/8 bend
<br />Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />Bell to bekeyed
<br />into trench wall
<br />Wye placed in
<br />class C concrete to
<br />springline where
<br />top of pipe is 10' or
<br />gmater below finished
<br />grade.
<br />ALT. A CONNECTION
<br />re h;gr
<br />w s
<br />10 3
<br />! CCUPUNC
<br />BY OWNEER
<br />30" MIN. 2"
<br />SERVICE
<br />SADDLE 90. ..1/2" SRAVF..
<br />1 /?"Ii
<br />IPW
<br />(NOT TO SCALE:)
<br />NOTES:
<br />1 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE: NETEER AS
<br />PART OF THE CONNECTION FEE.
<br />40 GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />© TOUCH READ METER BOX PER AGENCY REOUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.i
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />9 LOCATOR WIRE REQUIRED BY AGENCY.
<br />0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Ej TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIFIIE.)
<br />L2j REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS.
<br />SUPPORTED BY 1/2" SCH. 80 CONDUIT (24' MIN.)
<br />(PROVIDE 1" CLEARANCE BELOW UD)
<br />JULIE bile
<br />°e�mR or P.E Tara Aer14n I IWATER SERVICE
<br />IMPROVEMENT_ws INSTALLATION
<br />STANDARD N0.
<br />CAST IRON LAMPHOLE FRAME & COVER ^PER STANDARDS
<br />ALT. C CONNECTION
<br />Sheet 2 of 2
<br />w weer, Y
<br />SEWER SERVICE LATE
<br />rare by JLD
<br />Oi1'b COUNTY OF SAN JOAQUIN
<br />ew NnuF s6ewr w Puwlc seal
<br />Ill 07
<br />REV. NO.
<br />rrere w S - 78
<br />oer¢nn a Pmo cove----_._-
<br />IMPROVEIJIENT CW --W8
<br />STANDAR.) N(7.
<br />1. :.' ���ILL�... 20'
<br />10,
<br />27' • 30" -I
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/8" BELOW
<br />FINISHED GRADE
<br />3 EA. -5/8" DIA.
<br />^" X 6" BOLTS
<br />D GRADE PAVEMENT
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />T 45' SANITARY SEWER LINE.
<br />SANITARY SEWER LINE END VIEW
<br />ELEVATION
<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 />ase+ aAre COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SMI JOAQUIN COUNTY
<br />SANITARY SEWER KawrawOrpusuc l!( ----
<br />LAMPHOLE IMPROVEMENT
<br />STANDARD N0.
<br />DIUON & MURPHY'
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING . PLANNING O SURVEYING'
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (20") 331-6E43
<br />IMPROVEMENT PLANS FOR TRACT NO. 34'04
<br />LINDLY ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />JUNE, 2005
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:-- EL: SHEET
<br />DRAWN BY: EK DESCRIPTION: 14
<br />DESIGNED BY:
<br />CHECKED BY:
<br />AS BUILT BY:
<br />01= 15 SHE".
<br />JOR NC.
<br />C'rS59
<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 LINES
<br />PLEASE CALL PG&E 0 800-743-5000
<br />1611
<br />nw;
<br />•.
<br />FINISHED GRADE
<br />SEE NOTE 0
<br />OTES
<br />1N VALVE BOX AND 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 8" 4, CLASS 100 PVC.
<br />SEE NOTE S.
<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 />8. 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 />eschar w PUKE Rawa Jur n
<br />IMPROVEMENT
<br />_W5
<br />STANDARD N0.
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />ADAPTOR/REDUCER
<br />AS REQUIRED
<br />STANDARD VALVE BOX
<br />r- FINISHED GRADE
<br />a r
<br />a a o e
<br />a a e r
<br />RISER
<br />3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />r4"DUCnLE
<br />9ANGE TAP
<br />/2" HOSE
<br />WITH BRASS
<br />PPROVED
<br />Y.E IRONSPOOL
<br />THRUST BLOCK
<br />90' ELL DUCTILE
<br />IRON FLANGE x
<br />FLANGE
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />1' min 2' Max
<br />1/8 bend
<br />Tom Tar wood stake -�- 1/4 bend
<br />(2x2 or larger) =I
<br />45' =Tee
<br />combination -
<br />Service lateral Place service line against
<br />undisturbed earth in keyway
<br />is it, excavated in trench wall a
<br />minimum of service outside
<br />e >< 1�A P Approved stoppers diameter.
<br />Min e1oP
<br />4' min 5' max ALT. C
<br />Undisturbed earth
<br />/2" crushed rock
<br />1/8 bend
<br />-Wye
<br />C31
<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 cleonouts & boxes.
<br />Sheet 1 of 2
<br />ewer y MP.w y
<br />SEWER SERVICE LATERAL
<br />JLD
<br />r COUNTY OF SAN JOAQUIN rw. SEPT. 15
<br />NONE orylnlKn OF roup rRa ow.re xw c _
<br />COUNTY OF SAN J
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />1/8 bend
<br />Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />Bell to bekeyed
<br />into trench wall
<br />Wye placed in
<br />class C concrete to
<br />springline where
<br />top of pipe is 10' or
<br />gmater below finished
<br />grade.
<br />ALT. A CONNECTION
<br />re h;gr
<br />w s
<br />10 3
<br />! CCUPUNC
<br />BY OWNEER
<br />30" MIN. 2"
<br />SERVICE
<br />SADDLE 90. ..1/2" SRAVF..
<br />1 /?"Ii
<br />IPW
<br />(NOT TO SCALE:)
<br />NOTES:
<br />1 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE: NETEER AS
<br />PART OF THE CONNECTION FEE.
<br />40 GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />© TOUCH READ METER BOX PER AGENCY REOUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.i
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />9 LOCATOR WIRE REQUIRED BY AGENCY.
<br />0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />Ej TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIFIIE.)
<br />L2j REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS.
<br />SUPPORTED BY 1/2" SCH. 80 CONDUIT (24' MIN.)
<br />(PROVIDE 1" CLEARANCE BELOW UD)
<br />JULIE bile
<br />°e�mR or P.E Tara Aer14n I IWATER SERVICE
<br />IMPROVEMENT_ws INSTALLATION
<br />STANDARD N0.
<br />CAST IRON LAMPHOLE FRAME & COVER ^PER STANDARDS
<br />ALT. C CONNECTION
<br />Sheet 2 of 2
<br />w weer, Y
<br />SEWER SERVICE LATE
<br />rare by JLD
<br />Oi1'b COUNTY OF SAN JOAQUIN
<br />ew NnuF s6ewr w Puwlc seal
<br />Ill 07
<br />REV. NO.
<br />rrere w S - 78
<br />oer¢nn a Pmo cove----_._-
<br />IMPROVEIJIENT CW --W8
<br />STANDAR.) N(7.
<br />1. :.' ���ILL�... 20'
<br />10,
<br />27' • 30" -I
<br />TOP
<br />COLLAR CONSTRUCTED
<br />1 7/8" BELOW
<br />FINISHED GRADE
<br />3 EA. -5/8" DIA.
<br />^" X 6" BOLTS
<br />D GRADE PAVEMENT
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />T 45' SANITARY SEWER LINE.
<br />SANITARY SEWER LINE END VIEW
<br />ELEVATION
<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 />ase+ aAre COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SMI JOAQUIN COUNTY
<br />SANITARY SEWER KawrawOrpusuc l!( ----
<br />LAMPHOLE IMPROVEMENT
<br />STANDARD N0.
<br />DIUON & MURPHY'
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING . PLANNING O SURVEYING'
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (20") 331-6E43
<br />IMPROVEMENT PLANS FOR TRACT NO. 34'04
<br />LINDLY ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />JUNE, 2005
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:-- EL: SHEET
<br />DRAWN BY: EK DESCRIPTION: 14
<br />DESIGNED BY:
<br />CHECKED BY:
<br />AS BUILT BY:
<br />01= 15 SHE".
<br />JOR NC.
<br />C'rS59
<br />VARIABLE
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />T 45' SANITARY SEWER LINE.
<br />SANITARY SEWER LINE END VIEW
<br />ELEVATION
<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 />ase+ aAre COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SMI JOAQUIN COUNTY
<br />SANITARY SEWER KawrawOrpusuc l!( ----
<br />LAMPHOLE IMPROVEMENT
<br />STANDARD N0.
<br />DIUON & MURPHY'
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING . PLANNING O SURVEYING'
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (20") 331-6E43
<br />IMPROVEMENT PLANS FOR TRACT NO. 34'04
<br />LINDLY ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />JUNE, 2005
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:-- EL: SHEET
<br />DRAWN BY: EK DESCRIPTION: 14
<br />DESIGNED BY:
<br />CHECKED BY:
<br />AS BUILT BY:
<br />01= 15 SHE".
<br />JOR NC.
<br />C'rS59
<br />
|