|
3/4 -DIA.
<br />r5 �� 7 1-L
<br />--1.5/8" 5/e�r-3
<br />I 5 1/4" ' -4-
<br />3 7/16 - 19"- 7/16" 5/B -I--
<br />-- 25 7/8
<br />HOOD END VIEW OF HOOD
<br />24-y I HOOD
<br />• I 1 1/4"16" 5/8"
<br />31/2"- I ��r1-/
<br />- t f
<br />SECTION A -A
<br />GRATE I
<br />NOTES:
<br />i
<br />1.. FRAME AND
<br />HOOD
<br />A
<br />A
<br />SHALL BE MANUFACTURED
<br />OF CAST IRON CONFORMING
<br />TO ASTM A -48 -CLASS 30.
<br />2.. FRAME GRATE AND TOLD
<br />SHALL BE H520-44 RATED.
<br />i!73!3"
<br />3. GRATE SHALL BE RIVITED STEEL, PLAN OF 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 />COATED WITH BITUMINOUS
<br />MATERIAL CONFORMING TO
<br />A.W.W.A. C203.
<br />5. FRAME SHALL WEIGH 154 LBS.,
<br />GRATE SHALL WEIGH 42 LBS..
<br />HOOD SHALL WEIGH 100 LBS.
<br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND HOOD.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPBFNEO BY
<br />COUNTY OF SAN JOAQUIN
<br />FRAME & GRATE owrcTSAN Jaae d OUIw"ueN COUNTY DATE
<br />rows
<br />_ TYPE 1 CURB INLET IMPROVEMENT CW -M9
<br />CATCHBASINSTANDARD No.
<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 CONED
<br />5-10" 1
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES IPES 33 DIAMETER A SMALLER.
<br />LLER.
<br />2❑. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />® PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO AS.T.M. C-478
<br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />OF MAINTENANCEH FOR OLE 0 RIGID PIPE. E%CEPTT-I -P
<br />A
<br />C S N LACE .
<br />❑5.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 />EVISION _. LTF I COUNTYWIDE IMPROVEMENT STANDARDS I APPRocD BY
<br />TYPE I a��w.ewa
<br />MAINTENANCE HOLE IMPROVEMENT GW -97
<br />STANDARD N0.
<br />0
<br />S71L BI ARINI�
<br />- -1
<br />5"
<br />2�7
<br />_
<br />6" LINE OR SMALLER-
<br />UMPER OUTLET
<br />FACING STREET
<br />5
<br />1-0
<br />ALL JOINTS SHALL BE SET
<br />CASE BY CASE BASIS AND
<br />22 -0
<br />77 0
<br />1�5' -_
<br />TEE
<br />TE
<br />TEE OUTLET
<br />2-0"
<br />2 -6'
<br />ON FULL MORTARED BED AND
<br />DEAD END
<br />vd
<br />2-0
<br />DEAD END
<br />55=0
<br />BANDED WITH MORTAR ON
<br />4. CONCRETE SHALL BE CLASS B.
<br />I•� "• "Y'•'a F htl,
<br />Ve w e'
<br />48"
<br />NE
<br />BOTH INTERIOR AND EXTERIOR
<br />HOLE FRAME
<br />0SURFACES.
<br />3 0
<br />LE OUTLET
<br />her 11
<br />e' 6V
<br />& COVER, ADJUST TO GRADE
<br />"CLEARANCE
<br />ir Wf
<br />w6"
<br />PER COUNTYWIDE STANDARDS
<br />MECHANICAL
<br />5
<br />JOINT
<br />m
<br />/
<br />HAND FINISH SLOPES
<br />". e�awwel
<br />Fabnc aUmle.
<br />d r.
<br />- weethe
<br />I
<br />�
<br />Nom•• �w e.a)
<br />o
<br />--
<br />5-10" 1
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES IPES 33 DIAMETER A SMALLER.
<br />LLER.
<br />2❑. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />® PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO AS.T.M. C-478
<br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />OF MAINTENANCEH FOR OLE 0 RIGID PIPE. E%CEPTT-I -P
<br />A
<br />C S N LACE .
<br />❑5.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 />EVISION _. LTF I COUNTYWIDE IMPROVEMENT STANDARDS I APPRocD BY
<br />TYPE I a��w.ewa
<br />MAINTENANCE HOLE IMPROVEMENT GW -97
<br />STANDARD N0.
<br />THRUST BLACK IF�
<br />CONCRETE BLOCK - THRUST /
<br />S ECTI� N GATE VALVE BLOCK
<br />PLAN
<br />REMOVE TOP OF PIPE
<br />F
<br />THRUST BLOCK AREA. IS BASED ON THE SIZE OF
<br />/ THE BRANCH LINE.
<br />V�1'
<br />B.
<br />A.1' MIN.� A 1' MIN
<br />MIN.
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BL()$'rH TYPIIAL_[H CHILI & CCK
<br />BEND TEE OUTLET DEAD END
<br />45' MAX. _THRUST BLOCK AREA REQUIRED
<br />Qv
<br />(TP. FOR ALL --
<br />ANGLES)
<br />TYPICAL TI
<br />C L SEC U
<br />THRUST BLOCK THRCK
<br />NOTES:
<br />FITTINGS
<br />RANT
<br />H4MIN
<br />S71L BI ARINI�
<br />- -1
<br />1 L6PE�gfCF.
<br />2�7
<br />_
<br />6" LINE OR SMALLER-
<br />UMPER OUTLET
<br />FACING STREET
<br />221 7
<br />1-0
<br />1-8
<br />CASE BY CASE BASIS AND
<br />22 -0
<br />77 0
<br />1�5' -_
<br />TEE
<br />TE
<br />TEE OUTLET
<br />2-0"
<br />2 -6'
<br />. 6"
<br />2' -6 -
<br />1 2 -0
<br />DEAD END
<br />,IS" MIN 2(J" MA)STANDARD
<br />2-0
<br />DEAD END
<br />55=0
<br />4-0
<br />4. CONCRETE SHALL BE CLASS B.
<br />I•� "• "Y'•'a F htl,
<br />Ve w e'
<br />me JUNE 1s97
<br />NE
<br />VALVE BOXMAINTENANCE
<br />HOLE FRAME
<br />3 0
<br />LE OUTLET
<br />her 11
<br />e' 6V
<br />& COVER, ADJUST TO GRADE
<br />"CLEARANCE
<br />ir Wf
<br />PER COUNTYWIDE STANDARDS
<br />MECHANICAL
<br />5
<br />JOINT
<br />(- HYDRANT
<br />I \
<br />/
<br />THRUST BLACK IF�
<br />CONCRETE BLOCK - THRUST /
<br />S ECTI� N GATE VALVE BLOCK
<br />PLAN
<br />REMOVE TOP OF PIPE
<br />F
<br />THRUST BLOCK AREA. IS BASED ON THE SIZE OF
<br />/ THE BRANCH LINE.
<br />V�1'
<br />B.
<br />A.1' MIN.� A 1' MIN
<br />MIN.
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BL()$'rH TYPIIAL_[H CHILI & CCK
<br />BEND TEE OUTLET DEAD END
<br />45' MAX. _THRUST BLOCK AREA REQUIRED
<br />Qv
<br />(TP. FOR ALL --
<br />ANGLES)
<br />TYPICAL TI
<br />C L SEC U
<br />THRUST BLOCK THRCK
<br />NOTES:
<br />FITTINGS
<br />ALLOWABLE
<br />S71L BI ARINI�
<br />- -1
<br />1 L6PE�gfCF.
<br />2�7
<br />_
<br />6" LINE OR SMALLER-
<br />T 7'e
<br />'IF
<br />221 7
<br />1-0
<br />1-8
<br />CASE BY CASE BASIS AND
<br />22 -0
<br />77 0
<br />1�5' -_
<br />TEE
<br />TE
<br />TEE OUTLET
<br />2-0"
<br />2 -6'
<br />. 6"
<br />2' -6 -
<br />1 2 -0
<br />DEAD END
<br />2 -6
<br />2-0
<br />DEAD END
<br />55=0
<br />4-0
<br />4. CONCRETE SHALL BE CLASS B.
<br />I•� "• "Y'•'a F htl,
<br />Ve w e'
<br />me JUNE 1s97
<br />NE
<br />,..,., D ,�-
<br />9
<br />3 0
<br />LE OUTLET
<br />her 11
<br />1. ALL THRUST BLOCKS SHALL _
<br />BE POURED AGAIN -�
<br />ST
<br />-_- -
<br />10LI
<br />NE
<br />UNDISTURBED SOIL
<br />2. RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />BE APPROVED BY THE
<br />AGENCY.
<br />[ 1/1' _
<br />�
<br />2 -0 1
<br />-s'a
<br />d
<br />- -1
<br />FOR PIPES LARGER THAN 12"
<br />2�7
<br />0
<br />3 -0-'11
<br />-
<br />3 ---8
<br />3. THRUST RESTRAINT SYSTEMS
<br />12 LINE
<br />�•y
<br />- -1
<br />FOR PIPES LARGER THAN 12"
<br />2�7
<br />3'-0"
<br />3 -0-'11
<br />SHALL BE DESIGNED ON A
<br />N..m
<br />we
<br />lave re
<br />4 -0
<br />CASE BY CASE BASIS AND
<br />rot
<br />77 0
<br />_
<br />4 -0
<br />HA
<br />SHALL BE APPROVED BY THE
<br />EE OUTLE
<br />55 =0
<br />-
<br />0
<br />A
<br />AGENCY.
<br />DEAD END
<br />55=0
<br />4-0
<br />4. CONCRETE SHALL BE CLASS B.
<br />I•� "• "Y'•'a F htl,
<br />Ve w e'
<br />me JUNE 1s97
<br />THRUST BLOCK CHART IMPROVEMENT
<br />STANDARD NO CW -W4
<br />sae m a •.n.md vn., aw sue«
<br />ENI] AND CORNER
<br />POST ASSEMBLY
<br />reee
<br />�•y
<br />Ufa.
<br />{(t---
<br />DI'f
<br />71
<br />DATE
<br />rodmg depth
<br />N..m
<br />we
<br />lave re
<br />rrw
<br />inn
<br />rot
<br />a» LJ I n
<br />m) n
<br />V r r« Cmµ r 1. to New
<br />- w
<br />s leeD
<br />w a,... x,.. ewe
<br />• raw ...m..N...n
<br />Its,
<br />S a r« 12rk Weep -
<br />---
<br />vJM y pet Mh mF e, r
<br />I•� "• "Y'•'a F htl,
<br />Ve w e'
<br />me JUNE 1s97
<br />NE
<br />,..,., D ,�-
<br />..avLlmau.e"' Y'�°"fl.."°ie ri °
<br />=,
<br />4ev
<br />her 11
<br />e' 6V
<br />11
<br />•.Hanel M wm.rnl
<br />ir Wf
<br />PA PA
<br />r
<br />..
<br />". e�awwel
<br />Fabnc aUmle.
<br />d r.
<br />- weethe
<br />-
<br />Nom•• �w e.a)
<br />o
<br />--
<br />\
<br />Wye
<br />"`R'-
<br />re m r -I
<br />Sewer \
<br />I
<br />gEaleat
<br />a
<br />Main
<br />mlevenmshes.
<br />T.« m .em sa
<br />1. w`as
<br />TDAr.ectm-xe-me.e
<br />TDA• n
<br />FENCE t TION
<br />BANGS (2 MIN.) -s -_r - 3 tr
<br />ANCHORETWIcol Fabric Mounting Detmis
<br />'t AT 24" O.C. WITH
<br />CONC. ANCHORS
<br />Kia 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 />reee
<br />• ea Minn. mq M Ywd m aDgaal d the LlDin•ir
<br />'. opm", vvi,cwea anal" w U.- vn eq w'ket gpe,
<br />v a'n'•^•b^• .noon aro Igminol de... la aw..ewr sd w+..r. .++..".
<br />6. PbN. ext• aro eosin .nen eDea"wE oa the owns urge tutu.' er ra e. rev.++a E.w....
<br />w . •--e+
<br />1.,.IDD6 va CHAIN LINK FENCE
<br />EW -
<br />Ufa.
<br />IWR
<br />eeM
<br />71
<br />DATE
<br />Le mry •
<br />N..m
<br />we
<br />lave re
<br />e .".r
<br />inn
<br />rot
<br />a» LJ I n
<br />m) n
<br />Vee
<br />- w
<br />s leeD
<br />"...'.^,
<br />Its,
<br />IMPROVEMENT Cw-s10
<br />STANDARD NO.
<br />---
<br />` •
<br />Ve w e'
<br />me JUNE 1s97
<br />NE
<br />,..,., D ,�-
<br />4. HYDRANTS SHALL BE PALMED YELLOW. IN ACCORDANCE WITH AGENCY STANDARDS.
<br />6 " NOTES
<br />DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) ® 8" DIAMETER MAX. SIZE OF FEEDER PIPE. . -a-mem Mo.e .w,nd.. d Past brv.. ..dmn. .hc mi,8 FIRE HYDRANT LATERALS GREATER THAN 100 LF. SHALL HAVE A GATE VALVE INSTALLED M THIS TYPE MAINTENANCE HOLE SHALL BE USED WHERE THE DIFFERENCE IN ELEVATIONa+mvN eIth the speelrwdan mne
<br />7❑
<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". s ydlew wa.n m 1M mteen .lea mmpM ."h the nriegm
<br />BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT M FLEXIBLE JOINT -BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT
<br />CONNECTION TO HYDRANT. reg ine" d. vin dn.r wamw.m d the sa•davears
<br />®NOT PERMITTED 3. M .r ..attune WIN, 'enrol, enh the wn.wth rpYD.menb oro dnw
<br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. K] INTERIOR COATING WHERE REQUIRED BY AGENCY r to
<br />ffi
<br />GATE POST
<br />reee
<br />• ea Minn. mq M Ywd m aDgaal d the LlDin•ir
<br />'. opm", vvi,cwea anal" w U.- vn eq w'ket gpe,
<br />v a'n'•^•b^• .noon aro Igminol de... la aw..ewr sd w+..r. .++..".
<br />6. PbN. ext• aro eosin .nen eDea"wE oa the owns urge tutu.' er ra e. rev.++a E.w....
<br />w . •--e+
<br />1.,.IDD6 va CHAIN LINK FENCE
<br />EW -
<br />Ufa.
<br />IWR
<br />eeM
<br />IA
<br />�..9d
<br />DATE
<br />Le mry •
<br />3 1/➢
<br />e-o
<br />q r
<br />..�
<br />inn
<br />we
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />� JOMOUIN COUNTY DATE
<br />ad. eager; ANE r"?
<br />- w
<br />s leeD
<br />"...'.^,
<br />Its,
<br />IMPROVEMENT Cw-s10
<br />STANDARD NO.
<br />---
<br />` •
<br />Ve w e'
<br />me JUNE 1s97
<br />NE
<br />,..,., D ,�-
<br />4ev
<br />her 11
<br />e' 6V
<br />11
<br />ir Wf
<br />ACJUST BOX TO GF'ADE
<br />PER COUNTYWIDE SLWDAROS 1
<br />-14-1/4"----6-
<br />r11-1/8=- TIP.
<br />U
<br />FINISHED GRADE.
<br />NOTE M
<br />NOTES'
<br />1, VALVE BOX AND LID SHALT. BE CHRISTY N0; G5 OR AS APPROVED BY THE AGENCY.
<br />2'. ALL LIDS SHAL._ HAVE MACHINEDI SEATINGNC +URFA7E
<br />.
<br />91 VALVE BC% RISERS SHALL BE AS
<br />MANUOUS PIECE
<br />FOR THE V k
<br />ALVIC BO SUPPLIED.
<br />c
<br />VALVE BOX RISER T I
<br />E ( BE ONE CONTINUOUS PIECE A I T
<br />AND CENTERED ON /ACNE:.
<br />SHOULD 3E RISER CR 8" 6, 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 RITOUIRIED WHEN VALVE 90% IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />Q] VALYE STEM E)TENSIDNS IJAV BE USED TO COMPLY WITH S MAY,. DISTANCE FROM
<br />GRADE TO NUT
<br />E. TRADE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />STANDARD VALVE BO)
<br />CONCRETIE COLLAR
<br />/ FINISHED GRADE'.
<br />p
<br />fe
<br />9••°LANGE TAP
<br />--1/2" HOSE:RISERER WIT4 BR/SS
<br />S APPROVE1DWATER ENCY.
<br />MAIN CTILE IRONCD SPOOL
<br />ST BLCCKELL DUCIILF:
<br />IRON LA"
<br />_ x
<br />-_ -_
<br />3' VIN. FLANGE
<br />FI SIRVICE I
<br />0 SL RV CE CONNECTIONS
<br />ADAPTOR REDUCER
<br />- VALV
<br />E
<br />r
<br />AS RECUIREC FL DUCTILE IR,N
<br />FLANGED SPOOL.
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />VALVE BOX DETAILS PRCU; STANDARD 0 CN -WS ------ BLOW --OFF
<br />.. 2" S stamped in top of 22Z=. rI=?Z2IZ2TlT-Llls'L�"'".`."""c
<br />y
<br />curb to denl'f1
<br />6<rv'a< r ALT. A
<br />sewer
<br />min 2' max
<br />1/8 bend , t 2: min. slaPe�
<br />�-� f - e
<br />Temporary wood stake _-�� 1/4 bend ( �-1/8 bend
<br />(2x2 or larger) v ,
<br />45 Wye Tee,
<br />o bmatioe
<br />Servico lateral-, / j- Place service line ag(i nst I /`
<br />undisturbed earth keyway / - UndlMurbed eatlh (typ)
<br />r exca'noled In trench wall a (�
<br />p^ pe __ minimum of serA ice outside
<br />< s A j /- Approved stoppers diameter. -z.�-�- `- ALT. B
<br />M'n, s\oP J Ilse .1 and connection
<br />4' min 5' max ALT. C ,SII
<br />.: n---1 Ilntlist jr-bed earth � li
<br />crushed rack
<br />Y 1/8 bend
<br />\� Wye
<br />�r --
<br />Floe 1
<br />WYE. DETAIL P PROFILE DETAIL
<br />NOTES:
<br />1. AJI services shall be 4" inside diameter or as shown an pion.
<br />d. Contractor shall use the most appropriate type connection
<br />(alternates on shl. 2) for the particular situation.
<br />3. See standard plan for reeutred cleanouts & boxes.
<br />-- w SEWER SERVICE LATERAL
<br />JLD _
<br />•m COUN'Y OF SAN JOAOUIN
<br />---
<br />NONE 'amnw'a asx .mo
<br />.�L
<br />I�I Bell to be keyed
<br />- -into trench wall
<br />Wye placed in
<br />-T'I---TIT- class C concrete to
<br />sPringlin* where
<br />top of pipe s 10 or
<br />greater below finished
<br />grade.
<br />P.L.
<br />NOTES:_
<br />[1]
<br />1" :IA MII(. LINK TO EACH _OT.
<br />L21 SERVCE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE NETER STOP,
<br />90 COMP. x COMP. ELL., JAMES JONES' J-2610 W/J-2806
<br />V o
<br />INSERTS MAY BE USED WHERE APPROVED Y V
<br />0 B AGENCY.
<br />3 METERS SHALL BE AS CONTRACTOR.
<br />ED BY ACF.IVCY. METERS SHALL BE FURNISHE
<br />❑ C AND
<br />INSTALLED BY ]HET T
<br />CON RAC OR. AGENCIES MAY E_ --CT TO PROVIDE THE MLTER AS
<br />PAF!" OF -HE CONNECTION FEE.
<br />Lit GATE: VALVE ISIir.OUIF'.ED PRIOR TD ANY POINT OF CONNECTION.
<br />5. THE _OCAIIDN OT THE SERVICE SM)DLE 'LULL BE A, MIN. OF D"" FROM MOTHEF'
<br />SERA"CE SADDLE. BELL, SPIGOT OR OTHER FIITING.
<br />L6] METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LAVE WI1H
<br />PRIOR APPROVAL OF THE AGENCY.
<br />7Q METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY ARIAS TO
<br />HAVE'. TRAFFIC COVERS.
<br />8. APPURTENANCES PER AGENCA' REGIIIREME NTS
<br />9. INSTALL UO ATOR WIRE'..
<br />"`-Cf0A0i1""`"a"" °'E1°°' WATER SERVICE
<br />IMPROVEMENT
<br />STANDARD CW -W6 ------ INSTALLArvi
<br />N(7.
<br />CAST IRON LAMPHOLE FRAME & COVER PER STANDARDS -'
<br />T\ CLASS "B" CAST IN --7
<br />-LA0 CONI RETE /
<br />6" rr Sd
<br />- 20'
<br />�- 27" -� 30" --�
<br />TOP
<br />-COLLVi CCNSTRIICTE[I
<br />1 7/8" BELOW
<br />go
<br />FINISHED GRADE
<br />3 EA -5/B" DIA.
<br />C X 6" BOLTS
<br />FINISHED GRADE PAVEMENT _
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />Sheet 1 of 2
<br />vi�1...+.5 _. -_. c --heel 2 of 2
<br />-�"T""""- - M SEWER SERVICE LATERAL
<br />D• -w JLD --_--_
<br />we SEPT. 1991 --------
<br />^' COUN 7 OE SAN JOAQUIN SF: PT. 1_991
<br />- - -_-
<br />la.ee. 5 7A NONE amas.nwnwe sen �"""°. x. S - 713
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION, CALL
<br />TOLL FREE 1-8CO-227--2600
<br />KEEP ALL VEHICLES, EOI,IPME:NT, TOCLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E ® 800-743--5000 J
<br />VARIABLE
<br />I
<br />45
<br />A
<br />LSANITARY SEWI-R LINE
<br />ELEVATION
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />SANITARY SEWER LINE.
<br />NOTES:
<br />[] 6'4 45' ELBOW
<br />E] JOINTS APE NOT TO BE ENCASED IN CONCF'ETE
<br />3. LAMPHOLE MAYBE USED WHERE APPROVED W AGENCY
<br />SANITARY SEWER
<br />LAMPHOLE
<br />INPROVEW-NT I,W N,II
<br />STANDARC' NO.
<br />END VIEW
<br />IMPROVEMENT 0'N -Sit
<br />SrANDARO NO.
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEER.`
<br />ENGINEERING w PLANNING SURV_YINIG
<br />7820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />-------------------------------
<br />IMPROVEMENT PLANS FOR TRACT Ni). 2949
<br />CARBONA STA770N
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />GATE I SCALE:
<br />BG
<br />CHE"KEC BY:
<br />AS BUIL- BY:
<br />OC -;OBER, 2003
<br />TRACY, CALIFORNIA
<br />BLENCH MARK:_ EL:
<br />DLSCRPTION:
<br />SHEET
<br />21
<br />OF 27 SHEE13
<br />JOB N0.
<br />O005
<br />avow .wlwvcunmr.lmc
<br />® RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS
<br />® DROP PIPE TO BE ONE SIZE LARGER THAN INCOMMING PIPE.
<br />7. INSIDE DROP MAY BE USED WHERE APPROVED BY AGENCY.
<br />• ea Minn. mq M Ywd m aDgaal d the LlDin•ir
<br />'. opm", vvi,cwea anal" w U.- vn eq w'ket gpe,
<br />v a'n'•^•b^• .noon aro Igminol de... la aw..ewr sd w+..r. .++..".
<br />6. PbN. ext• aro eosin .nen eDea"wE oa the owns urge tutu.' er ra e. rev.++a E.w....
<br />w . •--e+
<br />1.,.IDD6 va CHAIN LINK FENCE
<br />EW -
<br />)N DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED Br
<br />--
<br />-..-
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />� JOMOUIN COUNTY DATE
<br />ad. eager; ANE r"?
<br />INSIDE SANITARY SEWER
<br />DROP MAINTENANCE HOLE
<br />SN �,pWUN COUNTY DATE
<br />IMPROVEMENT CW -W19
<br />STANDARD No.
<br />IMPROVEMENT Cw-s10
<br />STANDARD NO.
<br />---
<br />` •
<br />coueTv of SAN JOAOUIN
<br />me JUNE 1s97
<br />NE
<br />,..,., D ,�-
<br />ACJUST BOX TO GF'ADE
<br />PER COUNTYWIDE SLWDAROS 1
<br />-14-1/4"----6-
<br />r11-1/8=- TIP.
<br />U
<br />FINISHED GRADE.
<br />NOTE M
<br />NOTES'
<br />1, VALVE BOX AND LID SHALT. BE CHRISTY N0; G5 OR AS APPROVED BY THE AGENCY.
<br />2'. ALL LIDS SHAL._ HAVE MACHINEDI SEATINGNC +URFA7E
<br />.
<br />91 VALVE BC% RISERS SHALL BE AS
<br />MANUOUS PIECE
<br />FOR THE V k
<br />ALVIC BO SUPPLIED.
<br />c
<br />VALVE BOX RISER T I
<br />E ( BE ONE CONTINUOUS PIECE A I T
<br />AND CENTERED ON /ACNE:.
<br />SHOULD 3E RISER CR 8" 6, 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 RITOUIRIED WHEN VALVE 90% IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />Q] VALYE STEM E)TENSIDNS IJAV BE USED TO COMPLY WITH S MAY,. DISTANCE FROM
<br />GRADE TO NUT
<br />E. TRADE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />STANDARD VALVE BO)
<br />CONCRETIE COLLAR
<br />/ FINISHED GRADE'.
<br />p
<br />fe
<br />9••°LANGE TAP
<br />--1/2" HOSE:RISERER WIT4 BR/SS
<br />S APPROVE1DWATER ENCY.
<br />MAIN CTILE IRONCD SPOOL
<br />ST BLCCKELL DUCIILF:
<br />IRON LA"
<br />_ x
<br />-_ -_
<br />3' VIN. FLANGE
<br />FI SIRVICE I
<br />0 SL RV CE CONNECTIONS
<br />ADAPTOR REDUCER
<br />- VALV
<br />E
<br />r
<br />AS RECUIREC FL DUCTILE IR,N
<br />FLANGED SPOOL.
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />VALVE BOX DETAILS PRCU; STANDARD 0 CN -WS ------ BLOW --OFF
<br />.. 2" S stamped in top of 22Z=. rI=?Z2IZ2TlT-Llls'L�"'".`."""c
<br />y
<br />curb to denl'f1
<br />6<rv'a< r ALT. A
<br />sewer
<br />min 2' max
<br />1/8 bend , t 2: min. slaPe�
<br />�-� f - e
<br />Temporary wood stake _-�� 1/4 bend ( �-1/8 bend
<br />(2x2 or larger) v ,
<br />45 Wye Tee,
<br />o bmatioe
<br />Servico lateral-, / j- Place service line ag(i nst I /`
<br />undisturbed earth keyway / - UndlMurbed eatlh (typ)
<br />r exca'noled In trench wall a (�
<br />p^ pe __ minimum of serA ice outside
<br />< s A j /- Approved stoppers diameter. -z.�-�- `- ALT. B
<br />M'n, s\oP J Ilse .1 and connection
<br />4' min 5' max ALT. C ,SII
<br />.: n---1 Ilntlist jr-bed earth � li
<br />crushed rack
<br />Y 1/8 bend
<br />\� Wye
<br />�r --
<br />Floe 1
<br />WYE. DETAIL P PROFILE DETAIL
<br />NOTES:
<br />1. AJI services shall be 4" inside diameter or as shown an pion.
<br />d. Contractor shall use the most appropriate type connection
<br />(alternates on shl. 2) for the particular situation.
<br />3. See standard plan for reeutred cleanouts & boxes.
<br />-- w SEWER SERVICE LATERAL
<br />JLD _
<br />•m COUN'Y OF SAN JOAOUIN
<br />---
<br />NONE 'amnw'a asx .mo
<br />.�L
<br />I�I Bell to be keyed
<br />- -into trench wall
<br />Wye placed in
<br />-T'I---TIT- class C concrete to
<br />sPringlin* where
<br />top of pipe s 10 or
<br />greater below finished
<br />grade.
<br />P.L.
<br />NOTES:_
<br />[1]
<br />1" :IA MII(. LINK TO EACH _OT.
<br />L21 SERVCE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE NETER STOP,
<br />90 COMP. x COMP. ELL., JAMES JONES' J-2610 W/J-2806
<br />V o
<br />INSERTS MAY BE USED WHERE APPROVED Y V
<br />0 B AGENCY.
<br />3 METERS SHALL BE AS CONTRACTOR.
<br />ED BY ACF.IVCY. METERS SHALL BE FURNISHE
<br />❑ C AND
<br />INSTALLED BY ]HET T
<br />CON RAC OR. AGENCIES MAY E_ --CT TO PROVIDE THE MLTER AS
<br />PAF!" OF -HE CONNECTION FEE.
<br />Lit GATE: VALVE ISIir.OUIF'.ED PRIOR TD ANY POINT OF CONNECTION.
<br />5. THE _OCAIIDN OT THE SERVICE SM)DLE 'LULL BE A, MIN. OF D"" FROM MOTHEF'
<br />SERA"CE SADDLE. BELL, SPIGOT OR OTHER FIITING.
<br />L6] METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LAVE WI1H
<br />PRIOR APPROVAL OF THE AGENCY.
<br />7Q METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY ARIAS TO
<br />HAVE'. TRAFFIC COVERS.
<br />8. APPURTENANCES PER AGENCA' REGIIIREME NTS
<br />9. INSTALL UO ATOR WIRE'..
<br />"`-Cf0A0i1""`"a"" °'E1°°' WATER SERVICE
<br />IMPROVEMENT
<br />STANDARD CW -W6 ------ INSTALLArvi
<br />N(7.
<br />CAST IRON LAMPHOLE FRAME & COVER PER STANDARDS -'
<br />T\ CLASS "B" CAST IN --7
<br />-LA0 CONI RETE /
<br />6" rr Sd
<br />- 20'
<br />�- 27" -� 30" --�
<br />TOP
<br />-COLLVi CCNSTRIICTE[I
<br />1 7/8" BELOW
<br />go
<br />FINISHED GRADE
<br />3 EA -5/B" DIA.
<br />C X 6" BOLTS
<br />FINISHED GRADE PAVEMENT _
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />Sheet 1 of 2
<br />vi�1...+.5 _. -_. c --heel 2 of 2
<br />-�"T""""- - M SEWER SERVICE LATERAL
<br />D• -w JLD --_--_
<br />we SEPT. 1991 --------
<br />^' COUN 7 OE SAN JOAQUIN SF: PT. 1_991
<br />- - -_-
<br />la.ee. 5 7A NONE amas.nwnwe sen �"""°. x. S - 713
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION, CALL
<br />TOLL FREE 1-8CO-227--2600
<br />KEEP ALL VEHICLES, EOI,IPME:NT, TOCLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E ® 800-743--5000 J
<br />VARIABLE
<br />I
<br />45
<br />A
<br />LSANITARY SEWI-R LINE
<br />ELEVATION
<br />PIPE FOR CLEAN-OUT SHAL
<br />BE THE SAME MATERIAL AS
<br />SANITARY SEWER LINE.
<br />NOTES:
<br />[] 6'4 45' ELBOW
<br />E] JOINTS APE NOT TO BE ENCASED IN CONCF'ETE
<br />3. LAMPHOLE MAYBE USED WHERE APPROVED W AGENCY
<br />SANITARY SEWER
<br />LAMPHOLE
<br />INPROVEW-NT I,W N,II
<br />STANDARC' NO.
<br />END VIEW
<br />IMPROVEMENT 0'N -Sit
<br />SrANDARO NO.
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEER.`
<br />ENGINEERING w PLANNING SURV_YINIG
<br />7820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />-------------------------------
<br />IMPROVEMENT PLANS FOR TRACT Ni). 2949
<br />CARBONA STA770N
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />GATE I SCALE:
<br />BG
<br />CHE"KEC BY:
<br />AS BUIL- BY:
<br />OC -;OBER, 2003
<br />TRACY, CALIFORNIA
<br />BLENCH MARK:_ EL:
<br />DLSCRPTION:
<br />SHEET
<br />21
<br />OF 27 SHEE13
<br />JOB N0.
<br />O005
<br />avow .wlwvcunmr.lmc
<br />
|