|
3 7
<br />r"
<br />5 1/4-
<br />F /4' /"j1��
<br />7/16" 5
<br />END VIEW OF HOOD
<br />HOOD
<br />J -1- 5-
<br />3 1/2
<br />SECTION A -A
<br />NOTES:
<br />�:lxelm:7x•�
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<br />LV
<br />1.
<br />FRAME AND HOOD
<br />t. The slow mica el,ews examples of nasi and bran eactier wnkh may
<br />A
<br />\77
<br />Dal
<br />""-�
<br />A
<br />00
<br />n
<br />0
<br />.N'
<br />SHALL BE MANUFACTURED
<br />• .NtlN r.�N
<br />IN' Ntl
<br />M• Ntl
<br />�'
<br />f
<br />,N• Ntl
<br />.N' .N/N .NtlN .N' N•
<br />N• Ntl
<br />OF CAST IRON CONFORMING
<br />3. Omer section V 101 Dorn* WM to Rmnelh r.wlr.nwft and other
<br />Y
<br />7.r
<br />ill4>tp1M7a�`s�.��c
<br />...7
<br />TO ASTM A -48 -CUSS 30.
<br />�dd.U1x:U��•���
<br />ere
<br />r
<br />2.
<br />FRAME, GRATE, AND HOOD
<br />..
<br />-
<br />SHALL BE HS20-44 RATED.
<br />33"
<br />awes
<br />3.
<br />GRATE SHALL BE RIVITED STEEL, PLAN OF
<br />FRAME
<br />a
<br />HOT -DIPPED GALVANIZED AND CHAINED TO
<br />5
<br />FRAME WITH 18" OF 1/4' HEAT-TREATED CHAIN.
<br />4.
<br />FRAME AND HOOD SHALL BE
<br />COATED WITH BITUMINOUS
<br />MATERIAL CONFORMING TO
<br />A.W.W.A. C203.
<br />5.
<br />FRAME SHALL WEIGH 154 LBS.,
<br />GRATE SHALL WEIGH 42 LBS.,
<br />HOOD SHALL WEIGH 100 LBS.
<br />6.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO
<br />FRAME AND HOOD.
<br />REVISION
<br />I DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />FRAME & GRATE
<br />pDeMM OFJOAQUIN
<br />pNUIC°rp PLIC
<br />TYPE 1 CURB INLET
<br />IMPROVEMENT
<br />CATCHBASIN
<br />CW_M9
<br />STANDARD NO.
<br />HYDRANT
<br />44PUMPER OUTLET FACING STREET
<br />16"'MIN. 2" MIN.
<br />4" MAX.
<br />20" MAX.
<br />�r L
<br />THRUST BLOCK
<br />CONCRETE BLOCK
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />10
<br />�:lxelm:7x•�
<br />See Notes
<br />"` bn,e M
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<br />•. �
<br />t. The slow mica el,ews examples of nasi and bran eactier wnkh may
<br />\\\
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<br />OND) tui 11 n
<br />00
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<br />0
<br />.N'
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<br />N• Ntl
<br />L.'
<br />3. Omer section V 101 Dorn* WM to Rmnelh r.wlr.nwft and other
<br />Y
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<br />...7
<br />i�
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<br />sn
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<br />..
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<br />•aria,'
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<br />awes
<br />W
<br />�li�•lllleq-�i
<br />a
<br />•
<br />5
<br />INSTALL GRADE RINGS AS REQUIRED
<br />FOR GRADE (GROUT IN PUCE)
<br />12" MAXIMUM.
<br />PRECAST REINFORCED CONCENTRIC
<br />CONCRETE CONE
<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 />6.
<br />HAND FINISH SLOPES
<br />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH LINE. _
<br />•
<br />1' MIN. I/ �� ,
<br />T 1 MIN.
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK
<br />BEND TEE OUTLET DEAD END
<br />45' MAX.
<br />(TYP. FOR LL
<br />ANGLES
<br />I-1' MIN. -{
<br />• r TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />8
<br />N 00 1�191ES
<br />5'-10" 1. ALL THRUST BLOCKS SHALL
<br />NOTES: UNDISTURBED EARTH BE POURED AGAINST
<br />1. FOR PIPES 33" DIAMETER AND SMALLER.
<br />UNDISTURBED S SOIL
<br />2 ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY 2• RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />03 PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM BE APPROVED BY THE
<br />TO A.S.T.M, C-478 AGENCY.
<br />4�. CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE 3. THRUST RESTRAINT SYSTEMS
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN -PUCE). FOR PIPES URGER THAN 12"
<br />© INTERIOR COATING WHERE REQUIRED BY AGENCY. SHALL BE DESIGNED ON A
<br />CASE BY CASE BASIS AND
<br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR SHALL BE APPROVED BY THE
<br />PJC PIPE INSTALLATIONS AGENCY.
<br />�L:I:ir);3i:I[•I•P.4!_1:7
<br />�:lxelm:7x•�
<br />See Notes
<br />"` bn,e M
<br />I_T1�•P,7_1:1T1 a�3.If
<br />iGIe:e)♦r:i.9�
<br />�:1 �:11`C•1
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<br />saw
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<br />see"'
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<br />NOT PERMITTED
<br />3. Omer section V 101 Dorn* WM to Rmnelh r.wlr.nwft and other
<br />Y
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<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY 4. CONCRETE SHALL BE CLASS B.
<br />IEVISKIN I DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN
<br />TYPE I SANOFA JOAQUIN couNn DATE SAIL JOAQUIN COUNTY IYR
<br />wsscmV a nsue Vorss sere u
<br />MN OF Pala: THRUST BLOCK CHART
<br />IMPROVEMENT IMPROVEMENT CW_W4
<br />MAINTENANCE HOLE STANDARD NO. -87 STANDARD NO.
<br />Ibe bar b M ,w,vwC aRe a t11wr
<br />B Ned rmWallon Y eanpbbe iel�
<br />A
<br />M ylnwbM gMnM MeW sViab*wr. una,"A
<br />/-REMOVE TOP OF PIPE Mm ',�C�/(/ ^tea Ima, r 1
<br />_ STANDARD \:l
<br />VALVE BOX
<br />MAINTENANCE HOLE FRAME
<br />• & COVER, ADJUST TO GRADE
<br />- 4"CLEARANCE PER COUNTYWIDE STANDARDS
<br />�MYMECHANO L JOINT rDRAN�"T" I /
<br />5 I
<br />THRUST
<br />SECTION GATE VALVE BLOCK
<br />24" MAX.
<br />END AND CORNER
<br />POST ASSEMBLY
<br />F.WeV depth ,
<br />7-e' a ran. "r wN W Na
<br />Yd M raMe sweat ser
<br />PA PA
<br />Fabric outei0e r e s vlvee"e
<br />of feeds s r anrN r
<br />"mLwoneeieabe a
<br />Tees b aetrae ellae a b a leas 20' IeriF
<br />FENCE LOCATION
<br />-0 STAINLESS STEEL 'Y
<br />r BANDS (2 MIN.) 'a' �%"W v
<br />ANCHORED TO WALL Typical Fabric Mounting Dotage
<br />:L AT 24' D.C. WITH
<br />STAINLESS STEEL
<br />CONC. ANCHORS I
<br />��(����
<br />BEVEL
<br />NOTES:
<br />" LONG RADIUS
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY. ELBOW
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />P.0 hnvealr
<br />r -Irl-
<br />Is.
<br />M tlir S wrwa 'Na.oar uea pine, a lana' ma. erva"
<br />1aa a a 3 aM min . r leve ee b,waa h ban
<br />e Wtle0.
<br />by aWpwnt �'b
<br />Trp• a-s-rr
<br />TYPICAL MEMBER
<br />DIMENSIONS
<br />See Notes
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<br />4.
<br />IAe Ives
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<br />saw
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<br />see"'
<br />t. The slow mica el,ews examples of nasi and bran eactier wnkh may
<br />M NrI1,r1
<br />"'•"
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<br />3.
<br />HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />NOTES: SECTION A -A SECTION B -B
<br />"` bn,e M
<br />4.
<br />HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.NOTE.
<br />®
<br />8" DIAMETER MAX. SIZE OF FEEDER PIPE.
<br />"yA
<br />wan
<br />DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />rsa
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />t. The slow mica el,ews examples of nasi and bran eactier wnkh may
<br />B6"
<br />6
<br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />®
<br />THIS TYPE MAINTENANCE HOLE SHALL BE USED WHERE THE DIFFERENCE IN ELEVATION
<br />eamply w"h the Spadneaasam
<br />10.71
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />ae ar
<br />BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER PIPE EXCEEDS 24".
<br />2. seasons sewn In the tables, mist dw w" Verb the stmnsth
<br />©
<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 />mWimme,b and peer prwiebrr, of the SpVdsaab,r
<br />w.'N..
<br />CONNECTION TO HYDRANT.
<br />10.71
<br />NOT PERMITTED
<br />3. Omer section V 101 Dorn* WM to Rmnelh r.wlr.nwft and other
<br />® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />GATE
<br />POST
<br />"` bn,e M
<br />re,w
<br />ow
<br />"sentl
<br />wrr"
<br />"yA
<br />wan
<br />ue.
<br />rsa
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />up ora r
<br />21/2
<br />r
<br />10.71
<br />ead
<br />ae ar
<br />r
<br />M2
<br />�
<br />via IV
<br />a-• DLIV
<br />w.'N..
<br />r
<br />10.71
<br />.++r
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<br />W
<br />® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />® INTERIOR COATING WHERE REQUIRED BY AGENCY
<br />m 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.
<br />or to specifications may be used m approval of the E^sl^••r
<br />w• Ostia, smirched shell be uJim m arr a"' project "pTL•
<br />e• D1ninilono 010 am normnul .ea'a at sne.lem err •eery w reen,N,r
<br />e. Plastic slab am moused when sped an the plare, levan waa rm, b w r apmel of ems.
<br />"` bn,e M
<br />CHAIN LINK FENCE
<br />Aerie e
<br />ON
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPBY BY
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />T Feb• 7goo
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />SMI JOAQUIN COUNTY DATE
<br />a"BC10Aa" a ."Raman
<br />INSIDE SANITARY SEWER
<br />DROP MAINTENANCE HOLE
<br />SAN JOAQUIN COUNTY DATE
<br />p1w10"OFPIIBM001d°
<br />a-• DLIV
<br />IMPROVEMENT Cw_w18
<br />STANDARD N0.
<br />IMPROVEMENT CW_S10
<br />STANDARD a,0.
<br />.++r
<br />COUNTY OF SAN JOAQUIN
<br />awrwre w.. are
<br />ea JUNE 1997
<br />.. N N
<br />Brew D-12
<br />ADJUST BOX TO GRADE -
<br />PER COUNTYWIDE STANDARDS
<br />FINISHED GRADE
<br />NOTE In
<br />NOTES:
<br />1. 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 />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 8" 6, CUSS 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 />In 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 />IMPROVEMENT �4_W5
<br />STANDARD N0.
<br />CONCRETE COLLAR
<br />a 4
<br />4 4
<br />WATER
<br />MAIN
<br />ADAPTOR/REDUCER
<br />AS REQUIRED
<br />STANDARD VALVE BOX
<br />y- FINISHED GRADE
<br />a a
<br />a a > e
<br />4 4
<br />RISER
<br />3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />s i
<br />e
<br />BUND FLANGE TAP
<br />FOR 2-1/2" HOSE
<br />ADAPTER WITH BRASS
<br />CAP AS APPROVED
<br />BY AGENCY.
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<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 />2" 'S' stamped in top of i
<br />curb to identify sewer
<br />service
<br />::�j1' min 2' max
<br />1/8 bend
<br />Tem orory wood stake 1/41/4 bend
<br />(2x2 or larger)
<br />45' Wye -Tee _
<br />combination
<br />Service lateral Place service tine against
<br />undisturbed earth to keyway
<br />excavated in trench wall kers'.
<br />0y
<br />R' minimum of service outside
<br />s gAtl per Approved stoppers diameter.
<br />M,n slope
<br />Wye 4' min 5' max ALT. C �s
<br />Sewer Undisturbed earth
<br />Main a
<br />1/2" crushed rock
<br />1/8 bend
<br />- Wye
<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. ee standard plan for required cleanouts & boxes.
<br />Sheet 1 of 2
<br />I Ib•a I M I I
<br />SEWER SERVICE LATERAL
<br />ai.a s JLD
<br />alar nr COUNTY OF SAN JOAQUIN w SEPT. 1991 orr
<br />err NONE °'"°"` ar wb woM aaNV "` S -.7Aerr.
<br />�d
<br />a Rd b
<br />V erson J$in TF�IS Or
<br />awirTg Sh
<br />^T ?ion s3„ ;OUld
<br />Verify
<br />• FFP ,QfiP Of W11k
<br />COUNTY OF SAN J
<br />BLOW -OFF
<br />ALT. A
<br />2% min. slope
<br />1/8 bend
<br />IAN JOAQUIN COUNTY DATE
<br />"m,pr o< Iale11C tlallle Awl ,Y
<br />IMPROVEMENT CW_W6
<br />STANDARD NO.
<br />Undisturbed earth (typ)
<br />ALT. B
<br />Use standard connection
<br />to be keyed
<br />trench wall
<br />W placed in
<br />close C concrete to
<br />springline where
<br />top of pipe is 10' or
<br />greater below finished
<br />grade.
<br />ALT. A CONNECTION ALT. C CONNECTION
<br />Sheet 2 of 2
<br />s,r e
<br />SEWER SERVICE LATERAL
<br />JLD
<br />COUNTY OF SAN JOAQUIN err SEPT. 191
<br />unuc mwnrrt w nrs weds awes s• S _
<br />REV.
<br />P.L.
<br />r1
<br />NOTES:
<br />1" DW MIN. UNE 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 />30 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 />© 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 UNE 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 />8. APPURTENANCES PER AGENCY REQUIREMENTS
<br />9. INSTALL LOCATOR WIRE.
<br />WATER SERVICE °"00°A0i""16Matl°
<br />INSTALLATION IMPROVEMENT CIN W8
<br />STANDARD NO.
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING or PLANNING or SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 2927
<br />CASTELLO ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />APRIL, 2000
<br />TRACY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK: EL: SHEET
<br />x-•-93 DRAWN BY: SH DESCRIPTION: 26
<br />DESIGNED BY: CD
<br />CHECKED BY:
<br />AS BUILT BY: BH 11-03
<br />OF
<br />30 SHEETS
<br />JOB a,0.
<br />9877
<br />twee. FIIF pe71Wi2e
<br />
|