|
ADJUST BOX TO GRADE HYDRANT
<br />PER COUNTYWIDE SIANDARDS
<br />F14-'/4" 6 PUMPER OUTLET FACING STREET
<br />/ FINISHED GRADE �2" MIN 4
<br />'6" MIN. 4" MAX.
<br />�. 20" MAX. / STANDARD
<br />. i'. �. w ...:. 3'. • •i .--8 VALVE BOX
<br />7-1/%/.:� • 9,`o�/ii��`iC / -„ .: 2 , • 9" i 5 MAX .
<br />271W
<br />ALSO SEE NOTE
<br />JI�STREET ucrlr-
<br />`� / `�-6•4"CLEARANCE d CONDUIT
<br />CONCRE-E COLLAR MFCHANICAL JOINT HYDRANT "T
<br />LIAIN
<br />0 MAX
<br />2" 74 OO
<br />'CRUST BLOCK '
<br />CLEANOUT WHERE
<br />REQUIRED BY AGENCY
<br />CONCRETE. BLOCK - THRUST
<br />VALVE B0�
<br />NOTES: DETAIL IMPROVEMENT STANDARD N0. CW -W5
<br />I. VALVE BOX AND LID SHALL BE CHRISTY N0, G5 OR AS APPROVED BY THE AGENCY,
<br />2 ALL LIDS SHALL HAVE MACHINED SEATING SURFACES.
<br />[f VALVE BOX RISERS SHALL BL AS MANUFACTURED TOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISFR TO BE ONE CON-INCOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RSER OR 8" 4, CLASS '00 °VC.
<br />SEE NOTE 5.
<br />4, FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. A- ERNATIVE VALVE BOX AND RISERS MAY BE JSED WHERE APPROVED BY THE AGENCY.
<br />6, CONCRETE COLLAR NOT REQUIRED WiIE N VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />7❑ VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WI -H 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />8. TRACE WIRE MAY BE USED WHFRE APPROVED BY AGENCY.
<br />P.L.
<br />8"-12"
<br />J0E,❑3
<br />COUPLING 4
<br />BY OWNER
<br />30" MIN. SERVICE
<br />SADDLE 900 1/2"GRAVEL
<br />2" DEEP MIN.
<br />CORPSORRAPTION1AWTER SERVICE
<br />WATER INSTALLATION
<br />MAIN
<br />REFER Al SO TO (NOT TO SCALE)
<br />IMPROVEMENT STANDARD N0. CW - W8
<br />NOTES:
<br />1" DIA. MIN. LINE TO EACH LOT_
<br />SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BI.TWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP_ FILL, 'JAMES JONES „-2610 W/J-2806
<br />INSERTS MAY BE USFD WHERE APPROVED BY AGENCY_
<br />33, METERS SHALL BE AS SPECIFIED BY AGENCY, METERS SHALL Bt FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR_ AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />PART OF THE CONNECTION IEE.
<br />Pj GATE VALVE IS REQUIRED PRIOR TO ANY PO:,NT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE S, ALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT -0 PROPERTY OR EASEMENT DNE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />7❑. TOUCH READ METER BOX PER AGENCY REQUIREMENTS,
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS -
<br />LOCATOR WIRE REQUIRED BY AGENCY.
<br />10 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />�
<br />11.1 TOUCH READ PAD PER AGENCY REQUIREMENTS- (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />l'o-J REMOTE READ TRANSCEIVFR PER AGENCY REQUIREMENTS,
<br />SUPPORTED BY 1/2" SCH. 80 CONDUIT (24" MIN.)
<br />(PROVIDE 1" CLEARANCE BELOW LID)
<br />Description To Be Constructed
<br />SECTION GATE VALVE BLOCK
<br />FIRE HYDRANT
<br />ASSEMBLY IMPROVEMENT STANDARD NO. CW -W18
<br />NOTES:
<br />1 HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />2. SEE STANDARDS [OR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />4, HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />55 6" DIA. PVC PIPE (AWWA C-900 WT -I CIP EQUIVA-E%T O.D.)
<br />6 FIRE HYDRANT LATERA -S GRTATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />NEAR TILE TIRE HYDRANT AS APPROVED BY THE AGENCY,
<br />7❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOER WIT- NUT ON BOTTOM AT
<br />CONNECTION TO HYDRANT.
<br />8 EXPANSION JOINT MATERIAL WHERE (HYDRANT 15 PLACED IN CONCRETE.
<br />Riser pipe
<br />Volve
<br />box
<br />Wire not
<br />x/10 AWG, single strand, soft drawn �
<br />copper wire; bare along pipe, 4/64"
<br />See
<br />required
<br />Miscellaneous
<br />A
<br />`w5, •• �P��n
<br />CAUTION11
<br />between
<br />polyvinyl chloride insulation
<br />outside
<br />detail
<br />these valves
<br />of volve riser pipe and
<br />into the
<br />below
<br />if within 10'
<br />valve box
<br />2'G
<br />-2-G-
<br />of tee
<br />VALVE DETAIL
<br />Cover splice with
<br />electrical tape
<br />uns together
<br />'.or of fitting
<br />Insulation into Soldered
<br />valve box (remove connection, bare
<br />at splice) wire along pipe
<br />SPLICE DETAIL
<br />TYPICAL LAYOUT
<br />NOTES: LOCATOR WIRE
<br />1) Wire to be continuous between valve boxes, INSTALLATION_.
<br />except noted. IMPROVEMENT STANDARD N0.
<br />2) Bare wirere not to touch valves or fittings.
<br />3) Locating wire to be laid at bottom of trench, W -a MODIFIED
<br />next to pipe.
<br />Existing LEGEND:
<br />StreetsDescription To Be Constructed Existing
<br />Curb,
<br />Gutter and Sidewalk Sanitary Sewers
<br />Sidewalk . . . 0 F -.-�' Sanitary Sewer
<br />Curb Romp \2C 1�1 JY� Mon7
<br />i Santortary Sewer Service T T
<br />I
<br />Driveway- - - Sanitary Sewer Cleanout 0 0
<br />^rmt•pi �,
<br />rhA _ *6 cAtn4 Conform Pavement ® Water
<br />Barricade -a - - Waterline-
<br />.. ..
<br />Guard Rail Water Valve .
<br />. � _ _ _ � �� �/
<br />Storm Drains Check Volve - - --
<br />Manhole . . Backhow Preventer - - -
<br />Storm Drain - Blow -Off Assembly
<br />Catch Basin - - 9 !' Fire Hydrant Assembly
<br />Drop Inlet . . Water Meter
<br />ECfS\2003\0358\dwg\036B_UEfI-2 dxg 06/29/05 1181.-SPRHIN-EEPS 0358_24x36 SICYdwe
<br />TYPICAL SECTION
<br />sk
<br />d - TYPICAL WATER SERVICE
<br />TYPICAL SANITARY HOUSE LATERAL
<br />UNDERGROUND r�
<br />UTILITY LOCATIONS IMPROVEMENT STANDARD NO CW -U3
<br />NOTES
<br />1. 0 DENOTES CABLE AND/OR CONDuH.
<br />AT S TRENCH ❑
<br />2. COMPACTION OF TC SHA'._ BE 85% M N.MGM.
<br />3 UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS.
<br />RE ALL SERVICES CROSSING UNDERNEATH PRIMARY AND SECONDARY ELECTRICAL LINES
<br />SHALL HAVE A MINIMUM 6" CLEARANCE ELECTRICAL LINES SHALL HAVE A MINIMUM
<br />OF 12" CLEARANCE IF PLACED BELOW SERVICE LATERALS.
<br />5. WATER SERVICE ANN l SANITARYHA ERV( E
<br />S C SHALL HAVE A LATERA
<br />L CLEARANCE OF 30
<br />MINIMUM.
<br />6. THE LOCATION OF THE TRENCH SHALL CONFORM TO AGENCY REQUIREMENTS.
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />6" Min. -
<br />(Typ.) I
<br />3'T0"
<br />Existing
<br />Povement
<br />Compact In 12" max.
<br />layers to a min. relative
<br />compaction of 95% -
<br />under pavement and
<br />90% outside pavement.
<br />Compact in 24" max.
<br />layers to a min. relative
<br />compaction of 85%. -Y
<br />Compact in 6" layers -
<br />to a minimum relative
<br />compaction of 90%.
<br />0" Min. 10" Min
<br />10" Min.
<br />O.D.
<br />+ 20 Min.
<br />FLEXIBLE CONDUIT
<br />TYPICAL TRENCH MODIFIED
<br />NOTES: BACKFILL IMPROVEMENT STANDARD NO R-29
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compactobility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Description
<br />To Be Constructed
<br />Existing
<br />LODI, CALIFORNIA 95240
<br />THE PENSION OF.
<br />Miscellaneous
<br />A
<br />`w5, •• �P��n
<br />CAUTION11
<br />BEARING
<br />SQ. FT.
<br />Telephone.
<br />- T
<br />- T
<br />QPpFESSIOryq
<br />�p �� E C
<br />Cable Television -
<br />TV
<br />- TV -
<br />W
<br />Gas Line - - -
<br />2'G
<br />-2-G-
<br />2'-0"
<br />w
<br />Gas Valve
<br />G
<br />G
<br />w No. 42764
<br />31311
<br />Meter'
<br />2'-6"
<br />2'-0"
<br />Rae
<br />*&K Cl
<br />San
<br />9 .
<br />.v
<br />2 -0
<br />8
<br />Utility Poll . .
<br />- 0
<br />-
<br />Fence . . . .
<br />. X
<br />X -X
<br />NOT MEASURE I INCH.
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />STANDARD VA -VE BOX
<br />/-- FINiS-:-D GRADE
<br />x BLIND FLANGE TAP
<br />FOR 2-1/2" HOSE
<br />RISER ADAPTER WITH BRASS
<br />CAP AS APPROVED
<br />BY AGENCY.
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<br />TNRUS' BLOCK
<br />-90` ELL DUCTILE
<br />IRON -1ANGE x
<br />L 13' MIN FLANGE
<br />'r0 SERVICE CONNECTIONS
<br />/ �
<br />ADAPTOR REDUCER
<br />VAT VE
<br />T.
<br />AS REQUIRED 4' R
<br />�LANCED ED SP00;
<br />BLOW -OFF
<br />DEQ
<br />NOTE: TAILU
<br />IMPROVEMENT STANDARD N0. CW W
<br />BLOW-OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />TYPICAL THRUST BLOCK
<br />BEND
<br />45' MAX.
<br />(TYP. FOR ALL
<br />ANGLES)
<br />�- V MIN. -_{
<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 />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH LINE.
<br />eTtA
<br />e. ,.B.,
<br />e n. .. B..„
<br />1' MIN
<br />MIN.
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK
<br />TEE OUTLET DEAD END
<br />THRUST BLOCK
<br />AREA REQUIRED
<br />LODI, CALIFORNIA 95240
<br />THE PENSION OF.
<br />R.C.E. NO.:
<br />A
<br />`w5, •• �P��n
<br />CAUTION11
<br />BEARING
<br />SQ. FT.
<br />N0. DESCRIPTION
<br />LINE OR SMALLER
<br />"A"
<br />a
<br />22 112-
<br />1'-6"
<br />45'
<br />2'-0"
<br />2'-0"
<br />90'
<br />3'-0"
<br />2'-6"
<br />TEE OUTLET
<br />2'-6"
<br />2'-0"
<br />DO NOT SCALE THIS
<br />DEAD END
<br />2'-6"
<br />2 -0
<br />8
<br />i
<br />DRAWING IF BAR DOES
<br />22 112-
<br />2'- 0
<br />2 -0
<br />NOT MEASURE I INCH.
<br />-C
<br />2 -
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />STANDARD VA -VE BOX
<br />/-- FINiS-:-D GRADE
<br />x BLIND FLANGE TAP
<br />FOR 2-1/2" HOSE
<br />RISER ADAPTER WITH BRASS
<br />CAP AS APPROVED
<br />BY AGENCY.
<br />4" DUCTILE IRON
<br />FLANGED SPOOL
<br />TNRUS' BLOCK
<br />-90` ELL DUCTILE
<br />IRON -1ANGE x
<br />L 13' MIN FLANGE
<br />'r0 SERVICE CONNECTIONS
<br />/ �
<br />ADAPTOR REDUCER
<br />VAT VE
<br />T.
<br />AS REQUIRED 4' R
<br />�LANCED ED SP00;
<br />BLOW -OFF
<br />DEQ
<br />NOTE: TAILU
<br />IMPROVEMENT STANDARD N0. CW W
<br />BLOW-OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />TYPICAL THRUST BLOCK
<br />BEND
<br />45' MAX.
<br />(TYP. FOR ALL
<br />ANGLES)
<br />�- V MIN. -_{
<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 />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH LINE.
<br />eTtA
<br />e. ,.B.,
<br />e n. .. B..„
<br />1' MIN
<br />MIN.
<br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK
<br />TEE OUTLET DEAD END
<br />4. CONCRETE SHALL BE CLASS B.
<br />THRUST BLOCK
<br />CHART IMPROVEMENT STANDARD N0 CW -W4
<br />APPROVAL
<br />CLEMENTS OAKRIDGE ESTATES
<br />DETAILS
<br />CIVIL ENGINEERS
<br />323 WEST ELM STREET
<br />THRUST BLOCK
<br />AREA REQUIRED
<br />LODI, CALIFORNIA 95240
<br />THE PENSION OF.
<br />R.C.E. NO.:
<br />FITTINGS
<br />ALLOWABLE SOIL
<br />1000 LBS. PER
<br />BEARING
<br />SQ. FT.
<br />6
<br />LINE OR SMALLER
<br />"A"
<br />22 112-
<br />1'-6"
<br />45'
<br />2'-0"
<br />2'-0"
<br />90'
<br />3'-0"
<br />2'-6"
<br />TEE OUTLET
<br />2'-6"
<br />2'-0"
<br />DEAD END
<br />2'-6"
<br />2 -0
<br />8
<br />LINE
<br />22 112-
<br />2'- 0
<br />2 -0
<br />-C
<br />2 -
<br />90'
<br />4 -0
<br />3 -0
<br />TEE OUTLET
<br />--T--0-3
<br />3 -0
<br />DEAD END
<br />0
<br />LINE
<br />22 112-
<br />3 -0
<br />2'-0"
<br />45'-3--6-3
<br />-0
<br />90'
<br />5 -0
<br />4 -0
<br />TEE OUTLET
<br />4 -0
<br />3, -6 -
<br />-6DEAD
<br />DEAD END
<br />4 -0
<br />3 -6
<br />2
<br />LINE
<br />22 1/2-
<br />3' 0"
<br />3'-0"
<br />45'
<br />4r-0
<br />4'-0-
<br />90'
<br />7 -0
<br />4 -0
<br />TEE OUTLET
<br />5'-0"
<br />4' -0 -
<br />DEAD END
<br />5'-O"
<br />4'-0"
<br />4. CONCRETE SHALL BE CLASS B.
<br />THRUST BLOCK
<br />CHART IMPROVEMENT STANDARD N0 CW -W4
<br />APPROVAL
<br />CLEMENTS OAKRIDGE ESTATES
<br />DETAILS
<br />CIVIL ENGINEERS
<br />323 WEST ELM STREET
<br />DATE: ti
<br />DESIGNED JG,DER
<br />LODI, CALIFORNIA 95240
<br />THE PENSION OF.
<br />R.C.E. NO.:
<br />J7, -Z,
<br />EXP DATE.
<br />DESIGN ENGINEER
<br />DRAWN BY. E.S.
<br />SCALE:
<br />NONE__ _
<br />SHEET 2 OF 20
<br />'5- IDB NO 0358
<br />4
<br />FILEG -1274
<br />,
<br />90
<br />
|