STANDARD DRAWINGS WATER STANDARD DRAWINGS Title …

UPDATE LOG FOR STANDARD DRAWINGS

Date Item(s) Changed

Change Legend: Revised Drawing Strike-out

6/1/18

STANDARD DRAWINGS WATER STANDARD DRAWINGS

Title Drawing Number Current Date

Fire Hydrant and Appurtenance Locations, Improved Streets with Curb RW-1 01/2012

Fire Hydrant and Appurtenance Locations,

Unimproved Streets without Curbs RW-1A 01/2012

Existing Water Service Abandonment RW-2 04/2014

6-Inch High Pressure Fire Hydrant (above 200 psi minimum design pressure) RW-3A 06/2018

Below-Ground Blow-Off (Reclaimed) RW-4 12/2016

Super Fire Hydrant Assembly (Steel Pipe) RW-5 06/2018

Super Fire Hydrant Assembly (PVC Pipe) RW-6 12/2015

6-Inch Fire Hydrant Assembly (Steel Pipe) RW-7 06/2018

6-Inch Fire Hydrant Assembly (PVC Pipe) RW-8 12/2015

1-Inch Air Vac and Air Release Assembly RW-9 06/2018

2-Inch Air Vac and Air Release Assembly RW-10 06/2018

Above-Ground 4-Inch Air Vac and Air Release Assembly for Steel Pipe RW-11 01/2012

Interim Unmetered Construction Water Details RW-12 01/2012

1-Inch Copper Service Lateral RW-13 01/2012

2-Inch Copper Service Lateral RW-14 01/2012

CML&C Steel Service Lateral (4”, 6”, 8”, and 12”) RW-15 05/2017

PVC Service Lateral (4”, 6”, 8”, and 12”) RW-15A 01/2012

Typical Drop-in Meter Installation RW-16 01/2012

Dual Service (Fireflow & Domestic) Meter Assembly – Below-Grade (4”, 6”,

8”, and 10”) RW-17 01/2012

Turbine or Compound Meter Assembly – Below-Grade (3”, 4”, 6”, and 8”) RW-17A 01/2012

Reduced Pressure Principle Backflow Prevention Assembly 2-Inch and Smaller RW-18 06/2012

Reduced Pressure Principle Backflow Prevention Device 3-Inch and Larger RW-19 12/2016

Double Check Backflow Prevention Device – 3-Inch and Larger RW-19A 01/2012

Above-Ground Fire Service & Backflow Prevention Assembly (DCDA or RPDA) RW-20 12/2016

Below-Grade Double Check Detector Assembly RW-21 01/2012

PVC Pipe Installation RW-22 01/2012

Steel Casing for Steel or PVC Pipe RW-23 10/2016




6/1/18

WATER STANDARD DRAWINGS (Continued)


Water Pipeline End Cap Installation (PVC) RW-24 01/2012

Water Pipeline Dead End Hydrant RW-24A 01/2014

CML&C Steel Pipe Installation RW-25 12/2016

Thrust/Support Block Details RW-26 10/2016

Thrust Block Detail – Shear Ring for CML&C Steel Pipe RW-26A 10/2016

Standard Restraint for Tees, Dead Ends, and Bends for PVC (C-900/C905) RW-26B 10/2016

Concrete Encasement and Concrete Cap (8” – 16” Pipe) RW-27 02/2011

Weld Saddle and Service Saddle Steel Pipe RW-28 06/2018

Fabricated Steel Fittings and Tapping Flange Outlet RW-29 10/2016

Fabricated Steel Elbows RW-29A 06/2018

Fabricated Steel Tees and Crosses RW-29B 06/2018

Valve Cap and Riser Detail RW-30 06/2017

Valve Cap and Riser Detail (Plug Valves) RW-30A 01/2012

Buried Valve Detail RW-31 06/2017

Buttstrap with Hand Hole RW-32 06/2017

Welded Steel Pipe RW-33 01/2012

Weld Detail for CML&C Steel Pipe RW-34 01/2012

Rubber Gasket, CML&C Steel Pipe Joints RW-35 01/2012

Steel Cylinder Pipe Bonded Joints RW-36 02/2011

Pipe Support Detail RW-37 03/2008

Water Quality Sample Station RW-38 01/2009

Cathodic Protection Test Station RW-40 01/2009

Cathodic Protection Test Station w/Reference Cell RW-40A 08/2009

Cathodic Protection Test Station w/Prepackaged Sacrificial Anode RW-40B 01/2009

Cathodic Protection Test Station w/Insulated Flange or Casing RW-41 01/2009

Telemetering Terminal Housing RW-42 01/2009

Chlorination Piping, Well Discharge Piping RW-43 02/2011

Chain Link Fence Detail RW-44 08/2009

Advance Notification Sign RW-45 06/2009

Alumino-Thermic Weld RW-46 03/2008

CP Test Box and Locator Wire Box RW-47 06/2009




6/1/18 WATER STANDARD DRAWINGS (Continued)


Cathodic Protection and Locator Wire Labeling

and Terminating RW-48 01/2009

Electrolysis Protection at Steel Pipeline Crossing RW-49 01/2009

Magnesium Anode and Reference Electrode Details RW-50 01/2009

Dual Service (Fireflow & Domestic) Meter Assembly - Above-Grade (4”, 6”, 8”,

and 10”) RW-51 01/2012

Turbine or Compound Meter Assembly - Above-Grade (3”, 4”, 6”, and 8”) RW-51A 06/2012




6/1/18 STANDARD DRAWINGS

SEWER STANDARD DRAWINGS


Pipe Zone Bedding and Trench Backfill S- 1 03/2008

Concrete Caps and Encasement S- 2 03/2008

Sewer Connection at Concrete Encasement S- 3 03/2008

Sewer Lateral Normal Cut S- 4 02/2011

Sewer Lateral Deep Cut S- 5 03/2008

Sewer Lateral V.C.P. Saddle Connection S- 6 03/2008

Sewer Lateral Plastic Pipe Saddle Connection S- 7 03/2008

Connecting Dissimilar Sewer Pipes S- 8 03/2008

Residential Cleanout S- 9 02/2011

Sewer Chimney Lateral S-10 03/2008

Sewer Tree Laterals and Cleanouts S-11 03/2008

Precast Reinforced Eccentric Concrete Manhole S-12 03/2008

Terminus Manhole with House Laterals S-13 03/2008

Manhole Cover and Frame - Standard and Water Tight S-14 03/2008

36-Inch Two-Piece Manhole Cover and Frame – Standard and Water Tight S-14A 03/2008

Paving Detail around Manholes S-15 01/2009

Manhole Cover and Frame - Locking Type S-16 03/2008

Sewer Cleanout – Main Line S-17 03/2008

36-Inch I.D. Sampling Manhole S-18 03/2008

NOT USED S-19

Typical Metering Manhole S-20 02/2011

Metering Manhole Telemetry S-21 02/2011

Pipe Casing Sewer Main S-22 03/2008

Sewer Main Crossing Existing Water S-23 03/2008

Sand/Oil Separator S-24 03/2008

Sample Box #1 (Industrial) S-25 03/2008

Sample Box #2 (Commercial) S-26 03/2008

Grease Interceptor S-27 03/2008

Sampling Wye S-28 03/2008

Sewage Backflow Valve Assembly S-29 03/2008

Rancho WaterRancho California Water District

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REFER TO RW-1 OR RW-1A. "FIRE HYDRANT AND APPURTENANCE LOCATIONS". FIRE HYDRANTS TO BE PAINTED PER RW-1. GROUT ALL BARE STEEL AND IRON. COLD-APPLY WAX TAPE COATING TO ALL BOLTS, NUTS AND FLANGES PER SPECIFICATIONS. DIRECTION OF OUTLETS SHALL BE AT 45° POINTED TOWARDS THE STREET. REFER TO RW-36 FOR COATING BONDED JOINTS. INSTALL BLUE RETRO REFLECTING PAVEMENT MARKER PER FIRE DEPARTMENT STANDARDS. USE CLASS "E" OR CLASS "F" FLANGES AS APPROPRIATE PER SPECIFICATIONS, EXCEPT WHERE NOTED OTHERWISE. INSTALL BREAKOFF CHECK VALVE WHERE NOTED ON PLANS.

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#6 AWG CP CABLES, BONDED JOINT PER RW-36

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6" FLG.

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SCH. 40 MIN. CML&C STL 90° ELL

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AFFIX "RW" VINYL LABEL AND STENCIL "H.P."

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MARKED "RCWD WATER"

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6" X 4" X 2-1/2" HIGH PRESSURE FIRE HYDRANT HEAD

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6" GROOVED COUPLING AND SPOOLS.

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MIN. 5' SEPARATION BETWEEN OUTLET & PIPE JOINT. IF MAINLINE IS CML&C STEEL WELD JOINT PER RW-34.

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EDGE OF ROADWAY

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GROUT ALL BARE STEEL

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6" TEE OR SADDLE OUTLET (WELD SADDLE PER RW-28)

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6" HIGH PRESSURE VALVE PER RCWD APPROVED MATERIAL LIST

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SUPPORT BLOCK PER RW-26

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6.

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FINISHED GRADE

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6" CML&C STL PIPE CLASS TO MEET MIN. DESIGN PRESSURE (10 GA MIN THK) OF MAINLINE

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6" CLASS "E" FLG.

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18" MIN. PER NFPA 24

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3-17-2008

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WEDDING BAND (RW-33)

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FIRE HYDRANT

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(ABOVE 200 P.S.I.

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RW-3A

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6" HIGH PRESSURE

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MINIMUM DESIGN PRESSURE)

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ANDREW WEBSTER CHIEF ENGINEER

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12-15

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WELD ALL JOINTS

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6-18


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SEE RW-30 & 31 FOR VALVE CAP, RISER, AND BURIED VALVE DETAIL

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6" CML&C STL PIPE CLASS TO MEET MIN. DESIGN PRESSURE OF MAINLINE (10 GA MIN THK)

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6" FLG.

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6" FLG.

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6" BREAKOFF SPOOL-12" MIN. OR 6 HOLE X 8 HOLE WITH BREAKOFF BOLTS, AS REQUIRED BY RCWD

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MARKED "RCWD WATER"

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EDGE OF ROADWAY

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SEE RW-1 OR RW-1A FOR LOCATION

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8" MIN 12" MAX

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3" MIN

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6" CML&C STEEL PIPE

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CML&C STEEL PIPE

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48" MIN.

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6" X 4" X (2) 2-1/2" SUPER F.H. HEAD

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6" RES. WEDGE VALVE

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8" SLIP CAN & COVER

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F.G.

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1. REFER TO RW-1 OR RW-1A, "FIRE HYDRANT AND REFER TO RW-1 OR RW-1A, "FIRE HYDRANT AND APPURTENANCE LOCATIONS". 2. FIRE HYDRANTS TO BE PAINTED PER RW-1. FIRE HYDRANTS TO BE PAINTED PER RW-1. 3. GROUT ALL BARE STEEL AND IRON. GROUT ALL BARE STEEL AND IRON. 4. COLD-APPLY WAX TAPE COATING TO ALL BOLTS, NUTS COLD-APPLY WAX TAPE COATING TO ALL BOLTS, NUTS AND FLANGES PER SPECIFICATIONS. 5. LARGE OUTLET TO BE POINTED TOWARDS THE STREET. LARGE OUTLET TO BE POINTED TOWARDS THE STREET. 6. REFER TO RW-36 FOR COATING BONDED JOINTS. REFER TO RW-36 FOR COATING BONDED JOINTS. 7. INSTALL BLUE RETRO REFLECTING PAVEMENT MARKER PER FIRE DEPARTMENT STANDARDS. 8. USE CLASS "E" OR CLASS "F" FLANGES AS APPROPRIATE PER SPECIFICATIONS. 9. INSTALL BREAKOFF CHECK VALVE WHERE NOTED ON PLANS.

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# 6 AWG CP CABLES BONDED JOINT PER RW-36.

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AFFIX "RW" VINYL LABEL AND STENCIL "H.P."

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6" CLASS "E" FLG.

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SUPER F.H. ASS'Y

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(STEEL PIPE)

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1. REFER TO RW-1 OR RW-1A, "APPURTENANCE LOCATIONS AND REFER TO RW-1 OR RW-1A, "APPURTENANCE LOCATIONS AND NOTES". 2. FIRE HYDRANTS TO BE PAINTED PER RW-1. FIRE HYDRANTS TO BE PAINTED PER RW-1. 3. GROUT ALL BARE STEEL AND IRON. GROUT ALL BARE STEEL AND IRON. 4. COLD-APPLY WAX TAPE COATING TO ALL BOLTS, NUTS, AND COLD-APPLY WAX TAPE COATING TO ALL BOLTS, NUTS, AND FLANGES PER SPECIFICATIONS. 5. DIRECTION OF OUTLETS AT SHALL BE 45° POINTED TOWARDS THE DIRECTION OF OUTLETS AT SHALL BE 45° POINTED TOWARDS THE STREET. 6. REFER TO RW-36 FOR COATING BONDED JOINTS. REFER TO RW-36 FOR COATING BONDED JOINTS. 7. INSTALL BLUE RETRO REFLECTING PAVEMENT MARKER PER FIRE DEPARTMENT STANDARDS. 8. USE CLASS "E" OR CLASS "F" FLANGES AS APPROPRIATE PER SPECIFICATIONS. 9. INSTALL BREAKOFF CHECK VALVE WHERE NOTED ON PLANS.

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EDGE OF ROADWAY

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6" CML&C STEEL PIPE

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CML&C STEEL PIPE

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SEE RW-30 & 31 FOR VALVE CAP, RISER, AND BURIED VALVE DETAIL

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SCH. 40 MIN. CML&C STL

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6" FLG

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6" FLG.

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6" BREAKOFF SPOOL-12" MIN. OR 6 HOLE X 8 HOLE WITH BREAKOFF BOLTS. AS REQUIRED BY RCWD

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AFFIX 'RW' VINYL LABEL

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MARKED "RCWD WATER"

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3" MIN

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6" X 4" X 2-1/2" F.H. HEAD

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8" SLIP CAN & COVER

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F.G.

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WELD ALL JOINTS

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6" CML&C STEEL PIPE-CLASS TO MEET MIN. DESIGN PRESSURE OF MAINLINE (10 GA MIN THK)

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%%USTEEL PIPE

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ALL BURIED BRASS/COPPER TUBING AND FITTINGS SHALL BE

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DOUBLE TAPE WRAPPED/COVERED WITH POLYPIPE TAPE GUARD:

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REFER TO RW-1 OR RW-1A FOR PLACEMENT.

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LANDSCAPING AROUND AIR VAC ASSEMBLY IS LIMITED TO

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ASSEMBLY.

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1"x 2" WIDE STRAP SERVICE SADDLE

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1" BRASS CORP. STOP (MNPT)

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1" 90° BRASS BEND (FNPT x FLARE ADAPTOR)

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10" ROUND HEAVY DUTY PLASTIC VALVE BOX & LOCKING

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FULL PORT ANGLE CURB VALVE (FLARE x FNPT)

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1"x4" LONG THREADED BRASS NIPPLE

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1" BRASS UNION (FNPT x FNPT)

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1" TYPE K "SOFT" COPPER TUBING

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1" TYPE K "HARD" (RIGID) COPPER TUBING

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1" COPPER 90%%D ELBOW (SWEAT)

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1" AIR VAC & AIR RELEASE VALVE

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1" PVC (SCHEDULE 80) STREET ELBOW(S) WITH SS SCREEN

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(ADVANTAGE SERIES VCAS-1424; POTABLE: RESIDENTIAL-GREEN,

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POINT "A"

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2

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24" DIA. (OR SQUARE) 6" THICK CONCRETE PAD

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STENCIL

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(ROTATED 90%%D)

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CENTER ON PAD

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2

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7-10

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RELEASE ASSEMBLY

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1" AIR VAC & AIR

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RW-9

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9

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9

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2

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1" COPPER THREADED ADAPTER (MNPT x SWEAT)

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10

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10

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BLUE-POTABLE WATER; PURPLE-RECYCLED WATER

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3

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12-16

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SCALE: NTS

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3-17-2008

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%%UPROFILE

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%%UPLAN

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COMMERCIAL-YELLOW; RECYCLED-PURPLE)

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Exp. 12-31-13

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No. C47963

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%%UPVC PIPE

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%%USTEEL PIPE

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%%UA.C. PIPE

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%%UNOTES:

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MIN 12" SEPARATION BETWEEN SADDLE & PIPE JOINT

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30"

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30"

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30"

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6" MIN.

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30" DIA

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2" IRON PIPE TAPPED DOUBLE STRAP BRONZE SADDLE

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2" EXTRA HEAVY HALF CPLG.

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GROUT IN FIELD

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PIPE SIZE x 2" SADDLE (RW-28)

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CURB

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No. C47963

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DESCRIPTION

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QTY.

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2"x 2" WIDE STRAP SERVICE SADDLE

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2" BRASS CORP. STOP (MNPT)

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2" BRASS 90° FITTING (FNPT X FLARE ADAPTER)

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10" ROUND HEAVY DUTY PLASTIC VALVE BOX & LOCKING

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FULL PORT ANGLE CURB VALVE (FLARE X FNPT) - NO LONG HANDLE

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2" TYPE K SOFT COPPER TUBING

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2" AIR VAC & AIR RELEASE VALVE

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9"

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18" DIA.

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20"

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COVER WITH "WATER" OR "RECYCLED WATER" STAMPED ON LID

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8

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6

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12

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8

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PIPELINE PRODUCTS 18"x30" VALVE ENCLOSURE

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(ADVANTAGE SERIES VCAS-1830; POTABLE; YELLOW, RECYCLED; PURPLE)

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13

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13

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SLOPE UP

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POINT "A"

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CURB

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36" MINIMUM COVER

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14

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14

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2

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30" DIA ROUND (OR SQUARE), 6" THICK CONCRETE PAD

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7

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8"

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(ROTATED 90%%D)

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2

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7-10

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RELEASE ASSEMBLY

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2" AIR VAC & AIR

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RW-10

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SEE NOTE 2

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5

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6

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15

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2" PVC (SCHEDULE 80) STREET ELBOW(S) WITH SS SCREEN

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1

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MIN

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8

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2"x6" LONG THREADED BRASS NIPPLE

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1

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2" BRASS UNION (FNPT x FNPT)

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1

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4

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4

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14

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ALL BURIED BRASS/COPPER TUBING AND FITTINGS SHALL BE

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DOUBLE TAPE WRAPPED/COVERED WITH POLYPIPE TAPE GUARD:

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REFER TO RW-1 OR RW-1A FOR PLACEMENT.

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LANDSCAPING AROUND AIR VAC ASSEMBLY IS LIMITED TO

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GROUND COVER 6" OR LESS IN HEIGHT WITHIN 2' OF

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ASSEMBLY.

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BLUE-POTABLE WATER; PURPLE-RECYCLED WATER

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CENTER ON PAD

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15

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2" COPPER THREADED ADAPTER (MNPT x SWEAT)

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12

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13

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10

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11

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4

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10

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6

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2" COPPER 90° ELBOW (SWEAT)

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11

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11

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2

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3

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1-12

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%%UPROFILE

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%%UPLAN

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4

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12-16

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15

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2" TYPE K "HARD" (RIGID) COPPER TUBING

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ADD BLUE REFLECTIVE RING

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FOR POTABLE WATER

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"RCWD"

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STENCIL

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6-18


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SADDLE CURVATURE TO BE SHOP FORMED TO MEET OUTSIDE STEEL DIA. OF PIPE.

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AFTER SHOP WELDING OF HALF COUPLING TO CURVED SADDLE, SHOP GRIND HALF

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COUPLING TO MEET DIA. OF PIPE.

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UNLESS OTHERWISE SPECIFIED, ALL SADDLE TO BE 1/4" PLATE.

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O.D. OF SADDLE TO BE FREE OF ALL BURRS AND IRREGULARITIES.

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ALL SADDLES TO BE ROUND.

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MIN. 24" SEPARATION BETWEEN SADDLE AND PIPE JOINTS.

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EXTRA HEAVY COUPLING

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SADDLE

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1/2

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THICKNESS 1/4"

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%%UTRANSVERSE SECTION

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GROUT

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%%ULONGITUDINAL SECTION

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GROUT

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FULL WELD DOUBLE PASS ALL JOINTS.

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CEMENT MORTAR LINING AND COATING.

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%%UTRANSVERSE SECTION

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PIPE

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SIZE

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39"

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43 7/8"

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OUTLET DIM.

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40 7/8"

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37 7/8"

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34 7/8"

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31 7/8"

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25 3/4"

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21 25/32"

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19 25/32"

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17 3/8"

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15 1/4"

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T = STEEL PIPE CYLINDER THICKNESS PER TECHNICAL PROVISION 3.5.4.2a

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0.237

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0.322

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0.365

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0.375

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0.375

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0.375

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0.375

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0.375

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0.375

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0.375

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0.375

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0.375

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0.375

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0.375

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3/8" x 4"

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1/2" x 5"

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1/2" x 6"

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1/2" x 7"

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5/8" x 7"

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5/8" x 8"

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5/8" x 9"

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3/8" x 5"

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3/8" x 8"

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1/2" x 6"

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1/2" x 8"

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1/2" x 8"

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OUTLETS ARE DESIGNED FOR A MAX. TEST PRESS OF 225 P.S.I.

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LOW PRESS., 300 P.S.I. HIGH PRESS.

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FABRICATION SHALL BE IN ACCORDANCE WITH THE APPLICABLE

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SECTIONS OF THE LATEST REVISION OF THE API-ASME CODE FOR

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UNFIRED PRESSURE VESSELS.

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ALL OUTLETS SHALL BE CEMENT MORTAR LINED AND COATED, ALL

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OTHER BARE METAL SHALL BE COATED IN ACCORDANCE WITH

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RCWD SPECIFICATION SECTION 3.6.8 FOR FIELD COATING OF

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FLANGES, VALVES, FITTINGS, COUPLINGS & FASTENERS.

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BORE ALL HOLES 3/16" OR 0.187 LARGER THAN O.D. OF PIPE.

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ALL SADDLES TO BE ROUND.

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ANY PIPE JOINT WITHIN 5' OF SADDLE SHALL BE WELDED PER

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RW-34.

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TYPICAL SADDLE INSTALLATION

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6"

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NOMINAL

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PIPE SIZE

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12"

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16"

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6 5/8"

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8 5/8"

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17 3/8"

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21 25/32"

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1"

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COUPLING

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2"

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2 1/2"

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5"

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5 1/4"

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SADDLE

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O.D.

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5 1/2"

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6"

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6 1/2"

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THICKNESS

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1/4"

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1/4"

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1/4"

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1/4"

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SERVICE SADDLE OUTLETS

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HIGH AND LOW PRESS.

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24"

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30"

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36"

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39"

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42"

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25 3/4"

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31 7/8"

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37 7/8"

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40 7/8"

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43 7/8"

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SERVICE SADDLE OUTLET

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NOM. DIA.

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O.D.

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SADDLE TO BE CONTOURED TO THE FOLLOWING O.D.'S

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RING FLANGE

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37-7/8"

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PIPE WITH NOMINAL DIAMETER OF 14" AND GREATER, VERIFY PIPE O.D..

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3-17-2008

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RW-28

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WELD SADDLE

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AND

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SERVICE SADDLE

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STEEL PIPE

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SPECIAL DESIGN

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PER AWWA

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M-11

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(MIN.)

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6-18


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%%UBRACING PLATE PLAN VIEW DETAIL

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%%UVALVE COVER AND RISER DETAIL

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CONTRACTOR SHALL RAISE SLIP CAN TO FINISH STREET GRADE, WHERE PAVING IS PROPOSED. IN UNPAVED AREAS, CONTRACTOR SHALL LEAVE CAP AND SPLIT SLIP CAN 6" BELOW FINISH GRADE (IE GRADED SHOULDERS). FOR UNPAVED ROADS ONLY SET TOP OF VALVE CAN (COVERED) MIN 6" BELOW ROUGH-GRADED SUB-GRADE TO AVOID DAMAGE DURING FINE GRADING AND SCARIFYING OPERATION. REFER TO RW-36 FOR BONDED JOINT. GROOVED END COUPLING AND BUTTSTRAP ARE ONLY REQUIRED FOR PIPE DIAMETERS 12" OR LESS.

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%%UNOTES

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NOTCH ON TWO SIDES FOR PICK

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ROUGH GRADE SUB-GRADE SURFACE

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8" OD x 18 GA SPLIT VALVE CAN TOP SECTION, GALVANIZED, FOR SLIP CAN. SLIP CAN LENGTH 12", 18", OR 24" (MAX) AS REQUIRED

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8" PVC SDR 35

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1-1/2" GALVANIZED SCHED 80 RISER PIPE-

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GROOVED END COUPLING W/ #6 AWG BOND WIRE (STEEL PIPE) SEE NOTE 5

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#6 AWG CP CABLES, BONDED JOINT PER RW-36

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BUTTSTRAP (STEEL PIPE) PER RW-33 SEE NOTE 5

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SUPPORT BLOCK PER RW-26 (PVC ONLY)

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TACKWELD BRACING PLATE TO RISER PIPE (SEE BRACING PLATE DETAIL)

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8" VALVE CAP MARKED "RCWD WATER" FOR POTABLE WATER, MARK "RCWD RECYCLED WATER" & PAINT VALVE CAP PER RW-1

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AC PAVING

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FIELD FIT TO VALVE BODY

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PROVIDE VALVE STEM EXTENSION WHERE DEPTH TO OPERATOR NUT EXCEEDS 8'

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12"

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3" MIN

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3" MIN

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12",18" OR

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LINE VALVE

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LINE VALVE

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LINE VALVE

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LINE VALVE

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LINE VALVE

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LINE VALVE

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12" MAX

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SOLID

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2" SQUARE OPERATING NUT

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AWWA SOCKET FOR 2" SQUARE OPERATING NUT

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HOLE FOR 1-1/2" GALVANIZED SCHED 80 RISER PIPE TO TACK WELD.

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7" DIAMETER PLATE 3/16" THICK

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Exp. 12-31-11

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No. C47963

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ANDREW WEBSTER ACTING DISTRICT ENGINEER

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VALVE CAP &

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RISER DETAIL

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RW-30

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2-11

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3/16

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3/16

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TACK BOTH

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SIDES

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6-17

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24" MAX

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AC PAVING

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VALVE CAP & RISER PER RW-30 OR RW-30A

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BUTTSTRAP (RW-33) SEE NOTE 5

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#6 AWG CP CABLES BONDED JOINTS PER RW-36

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6" MIN. 12" MAX.

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6" MIN. 12" MAX.

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6" MIN. 12" MAX.

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GROOVED END COUPLING WITH # 6 AWG BONDWIRE. PER RW-36 SEE NOTE 4

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USE BUTTERFLY VALVE FOR PIPE SIZES 14" IN DIA. AND LARGER

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REFER TO RW-36 FOR BONDED JOINTS.

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%%UNOTES:

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%%USTEEL PIPE

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VALVE OPERATOR NUTS TO BE

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%%UBUTTERFLY VALVE ORIENTATION

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3-17-2008

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1-09

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BURIED VALVE

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DETAIL

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DETAIL

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DETAIL

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RW-31

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1-12

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STEEL PIPE PER PLAN

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STEEL PIPE PER PLAN

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STEEL PIPE PER PLAN

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STEEL PIPE PER PLAN

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STEEL PIPE PER PLAN

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STEEL PIPE PER PLAN

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STEEL PIPE PER PLAN

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GROOVED END COUPLINGS AND BUTTSTRAPS ARE ONLY REQUIRED

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FOR PIPE DIAMETERS 12" AND LESS.

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PVC PIPE / VALVES:

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STEEL PIPE / VALVES:

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VALVE ENDS SHALL BE FL x FL

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VALVE ENDS SHALL BE FL x MJ (RESTRAINED) OR

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FLG X FLG W/ FLANGED COUPLING ADAPTER.

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6-17

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SEE NOTE 1

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SEE NOTE 1

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SEE NOTE 1

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PVC PIPE PER PLAN

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PVC PIPE PER PLAN

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PVC PIPE PER PLAN

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PVC PIPE PER PLAN

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PVC PIPE PER PLAN

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DESIGN ENGINEER IS TO PROVIDE A MECHANICAL DETAIL FOR ALL

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PIPE CONNECTIONS TO VALVES AS A PERMENANT RECORD OF

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VALVE/PIPING CONFIGURATION.


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"FULL WELD" (DOUBLE PASS)

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AFTER PLACEMENT OF PLUG "FULL WELD" (DOUBLE PASS)

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EXISTING MORTAR LINING

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5" HEAVY DUTY THREADED COUPLING

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5" THREADED PLUG

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5" THREADED PLUG

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5" THREADED PLUG

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PLUG

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PLUG

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PLUG

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THICKNESS OF BUTTSTRAP TO MATCH THICKNESS OF JOINING PIPE

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5" DIA HEAVY DUTY THREADED COUPLING

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ID OF

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BUTTSTRAP

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OD OF

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PIPE

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%%UASSEMBLED

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%%UDETAIL

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%%USECTION

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%%USECTION

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%%USECTION

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%%USECTION

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%%USECTION

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%%USECTION

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%%UTOP VIEW

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4. ID OF BUTTSTRAP EQUALS OD OF PIPE PLUS 1/8".

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%%UNOTES

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PIPE DIA.

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MIN. BAND WIDTH

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MIN. BAND WIDTH

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10"

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12"

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BAND WIDTH TABLE

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BAND WIDTH TABLE

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BAND WIDTH TABLE

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BAND WIDTH TABLE

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NO.

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DATE

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DATE

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DATE

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DATE

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%%USTANDARD DRAWING

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SCALE: NTS

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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DWG. NO.

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REVISION

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REVISION

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2" MAX GAP AT

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JOINING PIPES

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JOINING PIPES

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JOINING PIPES

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JOINING PIPES

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48"

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12"

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4"

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4"

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CUT OPENING FOR HANDHOLE (FULL SIZE OF CPLG ID)

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3-17-2008

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FIELD MORTAR 21" PIPE AND SMALLER DAUB BELL AT END OF LINING BEFORE STABBING, THEN SWAB SMOOTH. FOR 24" PIPE AND LARGER, MORTAR AFTER ASSEMBLY FROM INSIDE OF PIPE.

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BUTTSTRAP

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WITH

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HAND HOLE

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HAND HOLE

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HAND HOLE

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RW-32

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90°

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90°

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90°

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120°

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ONE HANDHOLE

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TWO HANDHOLES

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FOUR HANDHOLES

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:BUTT WELD LOCATION FOR JOINING COLLAR PIECES :HANDHOLE LOCATION

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1. ONE HANDHOLE FOR 14" PIPE AND SMALLER.

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2. TWO HANDHOLES FOR PIPE DIA 16" TO 24".

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3. FOUR HANDHOLES ARE REQUIRED FOR PIPE DIA 30" AND LARGER

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6-17

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MORTAR COATING

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FIELD APPLIED MORTAR COATING

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ONLY WHEN ACCESS TO THE INTERIOR OF THE EXISTING PIPE

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(1/4" MIN)

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IS NOT AVAILABLE.

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