CITY OF LATHROP...department of public works. city of lathrop. detail standard. january 2021....
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CITY OF LATHROP Department of Public Works DESIGN & CONSTRUCTION Standard Details January 2021
CITY OF LATHROP...department of public works. city of lathrop. detail standard. january 2021. residential water turnouts. w-4. commercial, industrial, or irrigation water or recycled
Water System Blow - Off 6" Line Drain Assembly W-10
Domestic And Reclaimed Air Release Valve W-11
Valve Box W-12
Valve Operator Extension W-13
Layout for 3" or Larger Meter W-14
Layout for 3" or Larger Meter Notes W-14A
Reduce Pressure Backflow Device W-15
Bacteriological Sampling Station Layout W-16
Bacteriological Sampling Station Detail W-17
Fire Hydrant Locations W-18
Fire Hydrant Assembly W-19
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
WATER-SEWERSEPARATION STANDARDS
W-1
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Public Works Director
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City Of Lathrop
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WATER MAIN
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ZONE A
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ZONE B
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ZONE B
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WATER MAIN
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ZONE A
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ZONE B
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PARALLEL CONSTRUCTION
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PERPENDICULAR CONSTRUCTION
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NOTE: DIMENSIONS ARE FROM OUTSIDE OF WATER MAIN TO OUTSIDE OF SEWER. ALL CROSSINGS SHALL BE 90° WHERE POSSIBLE.
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Sewer lines will not be permitted in this zone without the approval from the State Water Resources Control Board.
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ZONE A:
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ZONE B:
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#4 BAR HOOP 24" O.C.
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#4 BAR
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Acceptable reinforced concrete encasement detail (Class B P.C.C.)
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Sewer lines per City Standards are allowed in this zone.
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-2
THRUST BLOCK CHART
TYPICAL THRUST BLOCK
BEND
TYPICAL THRUST BLOCK
TEE OUTLET
TYPICAL THRUST BLOCK
DEAD END
THRUST BLOCK AREA REQUIRED
FITTINGS
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TYPICAL SECTION THRU
THRUST BLOCK
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THRUST BLOCK AREA IS BASED ON THE SIZE OF THE BRANCH LINE
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ALLOWABLE SOIL BEARING
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1000 LBS. PER SQ. FT.
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6" LINE OR SMALLER"A""B" "A""B" "B"
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22 1/2°
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22 1/2°
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22 1/2°
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22 1/2°
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8" LINE
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45°
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45°
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45°
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45°
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90°
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90°
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90°
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90°
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TEE OUTLET
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DEAD END
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TEE OUTLET
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DEAD END
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TEE OUTLET
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DEAD END
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TEE OUTLET
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DEAD END
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10" LINE
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12" LINE
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1'-6"
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1'-6"
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2'-0"
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3'-0"
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2'-6"
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2'-6"
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2'-0"
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2'-6"
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2'-0"
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2'-0"
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2'-0"
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2'-0"
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3'-0"
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4'-0"
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3'-0"
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3'-0"
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2'-6"
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3'-0"
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3'-0"
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3'-0"
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3'-0"
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2'-0"
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3'-6"
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5'-0"
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4'-0"
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4'-0"
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3'-0"
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4'-0"
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3'-6"
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3'-6"
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3'-0"
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3'-0"
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4'-0"
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7'-0"
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5'-0"
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5'-0"
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4'-0"
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4'-0"
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4'-0"
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1. All trust blocks shall be poured against undisturbed soil. 2.Restraint system for Restraint system for vertical pipe bends shall be approved by the City Engineer. 3.Thrust restraint systems Thrust restraint systems for pipes larger than 12" shall be designed on a case by case basis and shall be approved by the City Engineer. 4.Concrete shall be 3,000 PSI. Concrete shall be 3,000 PSI. 5.No concrete shall be placed within No concrete shall be placed within 4 inches of flanged, bolted joints.
VALVE DETAIL
SPLICE DETAIL 1
TYPICAL LAYOUT
INSTALLATIONLOCATOR WIRE
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-3
SPLICE DETAIL 2
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VALVE BOX
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RISER
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SEE DETAIL
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BELOW
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City Of Lathrop
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#10 AWG, SINGLE STRAND, SOFT DRAWN COPPER WIRE; 4/64" POLYVINYL CHLORIDE INSULATION OUTSIDE OF VALVE RISER AND INTO THE VALVE BOX
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WIRE NOT REQUIRED BETWEEN THESE VALVES IF THEY ARE WITHIN 10' OF TEES
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COVER SPLICE WITH ELECTRICAL TAPE
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SPLICE RUNS TOGETHER KEEP CLEAR OF FITTING
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INSULATED INTO BOX (REMOVE AT SPLICE)
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COVER SPLICE WITH ELECTRICAL TAPE
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INSULATED INTO BOX (REMOVE AT SPLICE)
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SPLIT BOLT TO BE COPPER
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OUTSIDE RISER
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INTO BOX
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1.Wire to be continuous between valve boxes, except as noted. Wire to be continuous between valve boxes, except as noted. 2.Bare wire not to touch metal valves or fittings. Bare wire not to touch metal valves or fittings. 3.Locating wire to be laid at top of pipe. Locating wire to be laid at top of pipe. 4.Provide access box for tracer wire where no valves located within 250'.Provide access box for tracer wire where no valves located within 250'.
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
RESIDENTIAL WATER TURNOUTS
W-4
COMMERCIAL, INDUSTRIAL, OR IRRIGATION
WATER OR RECYCLED WATER TURNOUTS
WATER AND RECYCLEDWATER TURNOUTS
NOTE:
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WATER MAIN
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CORP.
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B
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C
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P.U.E. LINE
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R/W LINE
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P/L
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STOP
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C & G
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C & G
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R/W LINE
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P/L
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P.U.E. LINE
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WATER OR RECYCLED WATER MAIN
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CITY
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BACKFLOW PREVENTION DEVICE (TYP.)
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B & C - REDUCED PRESSURE DOUBLE CHECK
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Public Works Director
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City Of Lathrop
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W.M.
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W.M.
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S/W
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S/W
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VALVE
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1.Backflow prevention device shall be FEBCO Model 860 or equal. Backflow prevention device shall be FEBCO Model 860 or equal. 2.Meter shall be placed in streetright-of-way if there is no public utility easement Meter shall be placed in streetright-of-way if there is no public utility easement (P.U.E). 3.Recycled water turnouts shall have proper signage, identification painting, and Recycled water turnouts shall have proper signage, identification painting, and markings as required by the Recycled Water System Standards. 4.Backflows shall be painted as follow: potable water - blue, irrigation - green, Backflows shall be painted as follow: potable water - blue, irrigation - green, recycled water - purple.
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
SINGLE CONNECTION TO MAIN
PLAN VIEW
SCHEMATIC DIAGRAMSFIRE SERVICE
W-5
ON-SITE FIRE HYDRANT
FIRE WATER LINE
FIRE SPRINKLER SYSTEM LINE
ON-SITE BLDG
DUAL ON-SITE
FIRE HYDRANT AND
BLDG. FIRE SPRINKLER SYSTEM
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B
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ON-SITE FIRE HYDRANT
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B
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FDC
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P.U.E. LINE
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6" MIN. PIPE
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PRIVATE HYDRANT (NOT ALLOWED ON A 6" MAIN)
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PRIVATE VALVE
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CITY VALVE
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CITY MAIN
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PRIVATE SPRINKLERS
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D - FIRE DEPT. CONNECTION POST INDICATOR VALVE
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B - DOUBLE CHECK VALVE
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C - DOUBLE CHECK VALVE
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CITY MAIN
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CITY VALVE
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CITY MAIN
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CITY VALVE
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B&C - DOUBLE CHECK BACKFLOW PREVENTION DEVICE
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FDC - FIRE DEPT. CONNECTION
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TO BLDG.FIRE SPRINKLER SYSTEM
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B&C - DOUBLE CHECK BACKFLOW PREVENTION DEVICE
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FDC - FIRE DEPT. CONNECTION
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CITY MAIN
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CITY VALVE
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TO BLDG. FIRE SPRINKLER AND FIRE HYDRANT (FIRE WATER) SYSTEM
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1. All backflow prevention devices shall be double check valve with no reduced pressure. 2. Check City approved backflow preventor list for approved brands and models.
DRAWING DETAILS:
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-6
P/L
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RESIDENTIAL SERVICEINSTALLATIONS
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City Of Lathrop
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1/2" GALVANIZED WIRE MESH WRAPPED
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1.2 foot, schedule 80 threaded PVC nipple. 2 foot, schedule 80 threaded PVC nipple. 2.Meter box shall be manufactured by Christy with fibrelyte lid or approved equal (see chart Meter box shall be manufactured by Christy with fibrelyte lid or approved equal (see chart for type). Cleanouts and meters shall not be located in driveways. In cases were meters are approved in vehicle paths, meter box shall be equivalent Christy traffic rated box or approved equal. 3.3/4" clean crushed rock, 1 foot deep and flush with bottom of meter box. 3/4" clean crushed rock, 1 foot deep and flush with bottom of meter box. 4.Meter stop, full port ball valve only (with handle). Meter stop, full port ball valve only (with handle). 5.Meters shall be per latest standard specifications. Meters shall be furnished by city's Meters shall be per latest standard specifications. Meters shall be furnished by city's maintenance division at owner's cost upon establishment of water account for lot serviced. Install 7 " spacer for ( " x ") meter, 10 " spacer for (1") meter during initial 12" spacer for ( " x ") meter, 10 " spacer for (1") meter during initial 58" x ") meter, 10 " spacer for (1") meter during initial 34") meter, 10 " spacer for (1") meter during initial meter, 10 " spacer for (1") meter during initial 34" spacer for (1") meter during initial construction. " holes shall be drilled in spacer. 58" holes shall be drilled in spacer. 6.Angle meter stop, full port ball valve only, lockable. Angle meter stop, full port ball valve only, lockable. 7.Polyethylene service line. See construction drawings for sizing, 1-1/2" min (typ.). Polyethylene service line. See construction drawings for sizing, 1-1/2" min (typ.). 8.Corporation stop (Ford F-600 or approved equal). Corporation stop (Ford F-600 or approved equal). 9.Bronze or brass service saddle required for PVC mains, direct taps are not acceptable for Bronze or brass service saddle required for PVC mains, direct taps are not acceptable for ductile iron. 10.Water or recycled water main. Water or recycled water main. 11.Back of city sidewalk. Back of city sidewalk. 12.Stainless steel stiffeners.Stainless steel stiffeners.
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1.Service pipe to be continuous (no joints) between main and angle meter stop unless approved by city engineer. Service pipe to be continuous (no joints) between main and angle meter stop unless approved by city engineer. 2.The location of the service saddle shall be a min of 24" from another service saddle, bell, spigot, or other fitting. The location of the service saddle shall be a min of 24" from another service saddle, bell, spigot, or other fitting. 3.Meter box may be placed adjacent to property or easement line with prior approval of the city engineer. Meter box may be placed adjacent to property or easement line with prior approval of the city engineer. 4.Place #10 gauge solid soft drawn copper wire along service line with accessibility from meter box. Place #10 gauge solid soft drawn copper wire along service line with accessibility from meter box. 5.Tap to water main shall be made by the city approved contractor at owner's cost. Tap to water main shall be made by the city approved contractor at owner's cost. 6.Commercial/industrial service installation will be approved on case by case basis. Commercial/industrial service installation will be approved on case by case basis. 7.For meters larger than 1", meter box and lid shall be submitted to city for review.For meters larger than 1", meter box and lid shall be submitted to city for review.
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MIN. 3" OUTSIDE OF BOX ON ALL SIDES
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TOP OF BOX FLUSH WITH ADJACENT GRADE
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METER BOX AND LID TYPE
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METER
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BOX
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LID
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1"
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1 "12"
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B-16
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17 " MIN.12" MIN.
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6"±2"
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AND MIN. 3" EXTENSION PAST ANY HOLE
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IN SIDE OF BOX
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1" CLEARANCE MIN.
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15-30
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B-30
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FL30D
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-7
COMMERCIAL AND INDUSTRIALSERVICE INSTALLATION
1 12 INCH TO 2 INCH
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TO BACKFLOW
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G5 OR G12 BOX
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FIBRELYTE LID
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N30 UTILITY BOX OR APPROVED EQUAL
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12" GALVANIZED WIRE MESH WRAPPED MIN. 3" OUTSIDE OF BOX ON ALL SIDES AND MIN. 3" EXTENSION PAST ANY HOLE IN SIDE OF BOX
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SERVICE FROM MAIN
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34" CLEAN CRUSHED ROCK, 1 FOOT DEEP AND FLUSH WITH BOTTOM OF METER BOX.
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REFER TO NOTES ON STANDARD DETAIL W-6
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END-POINT-TRANSMITTERREMOTE READ
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CITY OF LATHROPDETAIL
W-8
INSTALLATION
STANDARD
PIT SUPPORT BRACKET (KNUCKLES) - TOP VIEW
PIT ORION BENEATH LID INSTALLATION - SIDE VIEW
JANUARY 2021
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SUPPORT BRACKET
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#6-32 WING NUT
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#6 WASHER
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USE " X 18" FIBERGLASS ROD12" X 18" FIBERGLASS ROD
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#6-32 X HEX 34 HEX HEAD BOLT
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WATER METER BOX LID FIBRELYTE COMPOSITE
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ORION ENDPOINT
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USE " FIBERGLASS ROD12" FIBERGLASS ROD
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LOCK NUT
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CLAMP
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WATER METER REGISTER HEAD
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TYPICAL 6"-8" EMBEDMENT INTO METER BOX SUBGRADE
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1" - 2" MAX. CLEARANCE
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Installation of ORION ENDPOINT below a meter pit lid. 1.Drive rod into the ground prior to attaching the endpoint to avoid damage. Drive rod into the ground prior to attaching the endpoint to avoid damage. 2.Once in the ground, secure the mounting bracket on the rod using the enclosed Once in the ground, secure the mounting bracket on the rod using the enclosed washer, wing nut and hex head bolt provided with bracket. 3.Insert the endpoint through the bottom of the bracket and thread the lock nut onto Insert the endpoint through the bottom of the bracket and thread the lock nut onto the top of the endpoint. Mount the endpoint a maximum of one to two inches below the underside of the lid.
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USE CAUTION WHEN CONNECTING PLUG. PRONGS VULNERABLE TO BENDING.
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BLOW - OFF
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CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-9
WATER SYSTEM
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FINISHED GRADE
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WATER
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MAIN
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ADAPTOR/REDUCER
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AS REQUIRED
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3' MIN.
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NO SERVICE CONNECTIONS
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6" RESILIENT SEATGATE VALVE
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4'' DUCTILE IRON
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FLANGED SPOOL
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4'' DUCTILE IRON
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FLANGED SPOOL
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THRUST BLOCK PER
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90 ELL DUCTILE
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IRON FLANGE x
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WITH 2" BRASS
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NIPPLE IP X FH
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THREAD AND
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FLANGE
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2" MIN.
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6'' MAX.
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9 1/2"
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PROTECTIVE CAP
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STANDARD DETAIL
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NO. W-2
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2" BALL
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COCK VALVE
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(TYP.)
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GROUT JOINT
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6"X4" Reducer
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RISER PER STANDARD DETAIL NO. W-12
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1.Blow-off shall be used at all dead end lines except for cul-de-sacs. Blow-off shall be used at all dead end lines except for cul-de-sacs. 2.No concrete or other obstruction within 4" of flanges. No concrete or other obstruction within 4" of flanges. 3.Valve stem extension shall be used to comply with 5' max. distance from grade to nut. Valve stem extension shall be used to comply with 5' max. distance from grade to nut. 4.Trace wire shall be used. Trace wire shall be used. 5.Blow-off shall be installed 5' from face of curb unless alternative location is approved by Blow-off shall be installed 5' from face of curb unless alternative location is approved by City Engineer. 6.All joints to be wrapped with 10 mil. PVC and tape. All joints to be wrapped with 10 mil. PVC and tape. 7.Temporary blow-off allowed with approval of City Engineer. Temporary blow-off allowed with approval of City Engineer. 8.All bolts must be stainless steel 316.All bolts must be stainless steel 316.
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CONCRETE COLLAR PER STANDARD DETAIL NO. R-60
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STANDARD CHRISTY G-12 VALVE BOX METAL LID
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STANDARD CHRISTY G-5 VALVE BOX LID TYLER UNION #190613
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NOT TO SCALE
MATERIALS:
6" LINE DRAIN ASSEMBLY
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-10
WATER SYSTEM
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BLOW - OFF
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9 1/2" MIN.
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( LEVEL )
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6"
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ABBREVIATIONS D.I.DUCTILE IRON DUCTILE IRON ELLELBOW ELBOW FLG.FLANGE FLANGE I.P.INTERNAL PIPE INTERNAL PIPE F.H.FIRE HOSEFIRE HOSE
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2" MIN/6" MAX
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IN UNPAVED AREAS, TOP OF BLOW OFF VALVE SHALL BE RAISED TO MINIMUM 6" ABOVE GROUND LEVEL
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G-12 VALVE AND BLOW-OFF BOXES SHALL BE INSTALLED IN PAVED AREA OR AS APPROVED BY CITY ENGINEER LID TO BE TYLER UNION 190613
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6" OF 3/4" CRUSHED ROCK
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PIPE DIA. x 6" D.I. TEE, FLANGED
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6" D.I. 90° ELL, FLG.x FLG.
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6" x AS REQ'D D.I. SPOOL
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6" RESILENT SEAT GATE VALVE, FLG.x FLG.
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VALVE AND VALVE BOX INSTALLATION PER STANDARD DETAIL NO. W-12
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6" x AS REQ'D FLG. x FLG. D.I. PIPE
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6" x 6" D.I. TEE FLG. x FLG. x FLG.
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6" D.I. BLIND FLANGE
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6" x AS REQ'D D.I. PIPE
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6" BLIND FLANGE WITH 2" TAP
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2" BRASS NIPPLE AND 2" BALL VALVE, I.P. THREAD
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VALVE BOX PER STANDARD DETAIL NO. W-12 WITH CAST IRON TRAFFIC LIDS
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THRUST BLOCKS PER STANDARD DETAIL NO. W-2
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2" BRASS NIPPLE, I.P. THREAD x FH THREAD, WITH PROTECTIVE CAP
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-11
1.
1.
DOMESTIC AND RECLAIMEDAIR RELEASE VALVE
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#10 PVC INSULATED
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1-IN FILAMENT TAPE
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POLYETHYLENE TUBING
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@ 3-FT INTERVALS
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WATER OR RECYCLED
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SLAB SHALL BE 6-IN THICK
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6"
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FILTER FABRIC
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2-IN BELOW GRADE
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CORPORATION STOP
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BACK OF WALK
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FORD F-600 OR
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APPROVED EQUAL
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WATER MAIN
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CORPORATION STOP FORD F-600 OR EQUAL
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SINGLE BRONZE OR STAINLESS STEEL SERVICE STRAP
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CRISPIN UL SERIES AIR RELEASE VALVE OR APPROVED EQUAL
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SLOPE CONCRETE TOWARDS DRAIN RISER
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1-IN ALL STAINLESS STEEL BALL COCK VALVE
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8" x 3' PVC RISER FILLED WITH CLEAN 34" CRUSHED GRAVEL
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#5 REBAR 24" MIN. WITH 2 STAINLESS STEEL CLAMPS
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TRACER WIRE
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NOTES: 1.Slab width and length shall be per Slab width and length shall be per manufactures recommendation. 2.Enclosure shall be anchored through the Enclosure shall be anchored through the exterior flange with steel anchors. 3.Enclosure shall be Pipeline Products Enclosure shall be Pipeline Products Part #VCAS-1830 or approved equal. 4.Use purple color for reclaimed water Use purple color for reclaimed water and blue color for domestic. 5.12" and above, use 2" service and ARV12" and above, use 2" service and ARV
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PIPELINE PRODUCTS PART #VCAS-1830 OR APPROVED EQUAL
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ENCLOSURE DETAILS: 1.FOR POTABLE WATER USE BLUE: PART # VCAS-1830-BL FOR POTABLE WATER USE BLUE: PART # VCAS-1830-BL 2.FOR RECYCLED WATER USE PURPLE: PART # VCAS-1830-PR FOR RECYCLED WATER USE PURPLE: PART # VCAS-1830-PR 3.FOR SEWER USE GREEN: PART #VCAS-1830-GR FOR SEWER USE GREEN: PART #VCAS-1830-GR
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VALVE BOX
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-12
3
7.
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TYP.
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CONCRETE COLLAR
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10" %%P 3/8"
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9"
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5' MAX
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RESILIENT SEAT GATE VALVE
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1.Valve box shall be Christy no. G5 or equal as approved by the city engineer. Lid shall Valve box shall be Christy no. G5 or equal as approved by the city engineer. Lid shall be Tyler Union #190613. 2.All lids shall be machined seating surface cast iron. Recycled water valve box lids to be All lids shall be machined seating surface cast iron. Recycled water valve box lids to be heavy-duty, triangular in shape, and colored purple (Pantone 512) with language shown on standard detail No. R-61 3.Valve box riser to be one continuous piece and centered on valve unless otherwise Valve box riser to be one continuous piece and centered on valve unless otherwise approved by City Engineer. Shall be 8" , class 150 PVC (use C900) purple for lake fill,non-potable water, recycled water and blue only for potable water. See note 4. 4.Alternative valve box and risers may be used where approved by the City Engineer. Alternative valve box and risers may be used where approved by the City Engineer. 5.Concrete collar not required when valve box is located in concrete sidewalk area. Concrete collar not required when valve box is located in concrete sidewalk area. 6.Valve operator extension shall be required when valve nut is deeper than 6' from finish Valve operator extension shall be required when valve nut is deeper than 6' from finish grade, refer to standard detail no W-13. 7.Trace wire shall be used, refer to standard detail No. W-3. Trace wire shall be used, refer to standard detail No. W-3. 8.Resilient seat gate valves shall comply with AWWA Standard W509. Butterfly valves shall Resilient seat gate valves shall comply with AWWA Standard W509. Butterfly valves shall comply with AWWA Standard C504. 9.Trace wire must be tested for continuity. Trace wire must be tested for continuity.
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ADJUST BOX TO GRADE PER CITY STANDARD DETAIL NO. R-60.
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GROUT JOINT (TYP.)
VALVE OPERATOR
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-13
EXTENSION
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SEE DETAIL W-12
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2" SQUARE OPERATOR NUT WELDED TO PIPE SHAFT
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OPERATOR EXTENSION 1 " 12" SCHEDULE 80 PIPE SHAFT
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ROCK GUARD " STEEL PLATE: 18" STEEL PLATE: WELDED TO PIPE SHAFT DIAMETER = VALVE BOX EXTENSION INSIDE DIAMETER MINUS "12"
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FINISHED GRADE
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FLAT BAR 2 X 2 X "12 X 2 X "12 X "38"
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38 X " SQUARE HEAD 34" SQUARE HEAD CUPPED CAPSCREWS
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3 X 3 X X 2" 38 X 2" LONG STEEL SQUARE TUBE WELDED ALL AROUND TO FLAT BAR
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NOTES: 1.Operator extension required when valve nut is deeper than 6' from grade. Operator extension required when valve nut is deeper than 6' from grade. 2.Center valve box on axis of operator nut Center valve box on axis of operator nut 3.Welds shall be minimum " all around. Welds shall be minimum " all around. 14" all around. 4.Hot dip galvanize operator extension after fabrication.Hot dip galvanize operator extension after fabrication.
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-14
LAYOUT FOR 3" ORLARGER METER
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FLOW
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12''
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12'' MAX.
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1.SEE COMPONENTS LIST AND NOTES ON W-14ASEE COMPONENTS LIST AND NOTES ON W-14A
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MINIMUM PIPE DIAMETER AS PER MANUFACTURER'S RECOMMENDATIONS.
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5X PIPE DIAMETER = LENGTH
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
COMPONENTS FOR 3'' OR LARGER METER INSTALLATIONS
NOTES:
W-14A
LAYOUT FOR 3" ORLARGER METER NOTES
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A.DETAILED DRAWING WILL BE REQUIRED AND SHALL BE APPROVED BY THE CITY DETAILED DRAWING WILL BE REQUIRED AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. B.CONTRACTOR TO CONSULT WITH CITY'S SPECIFICATIONS FOR APPROPRIATE METERS, CONTRACTOR TO CONSULT WITH CITY'S SPECIFICATIONS FOR APPROPRIATE METERS, VALVES AND APPURTENANCES. C.USE STAINLESS STEEL 316 BOLTS WITH ANTI-SEIZE ON THE THREADS. USE STAINLESS STEEL 316 BOLTS WITH ANTI-SEIZE ON THE THREADS. D.BURIED METAL/VALVE ASSEMBLIES TO BE WRAPPED IN PLASTIC.BURIED METAL/VALVE ASSEMBLIES TO BE WRAPPED IN PLASTIC.
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1.SIZE OF METER VAULT SHALL BE DETERMINED BY METER SIZE AND SHALL PROVIDE SIZE OF METER VAULT SHALL BE DETERMINED BY METER SIZE AND SHALL PROVIDE SUFFICIENT SPACE TO OPERATE WRENCHES ON ASSEMBLY BOLTS. WHEN METER VAULT IS PLACED IN A VEHICULAR AREA, BOTH VAULT AND LID SHALL BE H20 TRAFFIC RATED AND ENDPOINT TRANSMITTER SHALL BE INSTALLED IN A SEPARATE VALVE BOX WITH FIBERLYTE COMPOSITE LID IN A NON-VEHICULAR AREA. USE " SCH. 40 PVC CONDUIT (WITH A 34" SCH. 40 PVC CONDUIT (WITH A MINIMUM COVER OF 18") FOR WIRE SPLICE IN WATER METER BOX USING BADGER 308 CONNECTOR. ENDPOINT TRANSMITTER VALVE BOX LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 2.GATE VALVE - PER CITY STANDARD. GATE VALVE - PER CITY STANDARD. 3.CLASS 125 DUCTILE IRON PIPE SPOOL. CLASS 125 DUCTILE IRON PIPE SPOOL. 4.CLASS 125 DUCTILE IRON PIPE 90 LONG RADIUS ELBOW. CLASS 125 DUCTILE IRON PIPE 90° LONG RADIUS ELBOW.5.METER AS SPECIFIED BY CITY. METER AS SPECIFIED BY CITY. 6.VALVE BOX PER CITY STANDARD DETAIL NO. W-12. VALVE BOX PER CITY STANDARD DETAIL NO. W-12. 7.3/8" MAXIMUM GRAVEL BASE. 12" MINIMUM DEPTH. 3/8" MAXIMUM GRAVEL BASE. 12" MINIMUM DEPTH. 8.THRUST BLOCKS - CITY STANDARD DETAIL NO. W-2. THRUST BLOCKS - CITY STANDARD DETAIL NO. W-2. 9.METER AND PIPE SUPPORTS AS REQUIRED. METER AND PIPE SUPPORTS AS REQUIRED.
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-15
REDUCE PRESSUREBACKFLOW DEVICE
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Riser pipe to be flanged or shall have a union installed on each side
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Install thrust block
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PIPE SHALL BE DUCTILE IRON OR STEEL
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Theft Prevention Cage on 4" pipe service or less
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ALL PIPE TO BE WRAPPED IN PLASTIC. BOLTS TO BE COATED.
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TEST COCKS WITH BRASS PLUGS
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EXCEPT FOR METER, NO CONNECTIONS FROM CITY MAIN TO RP DEVICE
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RISING STEM VALVES FOR FIRE SPRINKLER SYSTEM
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REDUCED PRESSURE BACKFLOW DEVICE REQUIRED ON ALL NON-FIRE LINES
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DISCHARGE PORT (FOR REDUCED PRESSURE DEVICE)
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12" Minimum Refer to City Codes
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Pipe shall be ductile iron or steel
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1.Installed device shall be Febco Model LF 860 large diameter or approved equal. Installed device shall be Febco Model LF 860 large diameter or approved equal. 2.Device shall be installed above ground. Device shall be installed above ground. 3.Test cocks and shut-off valves must be supplied and installed as shown. Test cocks and shut-off valves must be supplied and installed as shown. 4.Discharge port must be kept clear of obstruction at all times, 12 inch min. Discharge port must be kept clear of obstruction at all times, 12 inch min. 5.Any deviation from the installation shown above must receive prior approval. Any deviation from the installation shown above must receive prior approval. 6.All piping and appurtenances shall be AWWA rated 150 psi. All piping and appurtenances shall be AWWA rated 150 psi. 7.Thrust blocks per Standard Detail No. W-2. Thrust blocks per Standard Detail No. W-2. 8.Insulation required to prevent freezing of exposed pipe shall be Polar Blanket or approved equal. Insulation required to prevent freezing of exposed pipe shall be Polar Blanket or approved equal. 9.Valves shall be chain with a breakaway lock in an open position at all times. Valves shall be chain with a breakaway lock in an open position at all times. 10.All assemblies must be tested by a certified backflow prevention tester. All assemblies must be tested by a certified backflow prevention tester. 11.Installed device shall be painted medium blue for domestic, forest green for landscape, Installed device shall be painted medium blue for domestic, forest green for landscape, and screened with landscaping unless otherwise approved by City Engineer. 12.All underground ductile iron or steel pipe must be wrapped with a minimum of 10 mil. polywrap tape. All underground ductile iron or steel pipe must be wrapped with a minimum of 10 mil. polywrap tape. 13.All bolts shall be stainless steel 316. Never Sieze shall be used on all threads. All bolts shall be stainless steel 316. Never Sieze shall be used on all threads. 14.All pipes to be plastic wrapped and bolts to be coated. All pipes to be plastic wrapped and bolts to be coated. 14.All assemblies must be tested by a certified backflow prevention tester and reports shall be sent to All assemblies must be tested by a certified backflow prevention tester and reports shall be sent to [email protected] 15.See standard detail L-9 for temporary backflow preventer.See standard detail L-9 for temporary backflow preventer.
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CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-16
BACTERIOLOGICALSAMPLING STATION
LAYOUT
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ALUMINUM BASE
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1" BRASS PIPE
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1" POLYETHYLENE TUBING
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#10 TRACER WIRE
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90%%D ELBOW
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1/2" BRASS DRAIN PIPE
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8" X 2.5' PVC FILLED WITH CLEAN DRAIN ROCK
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3/4" X 1" F.I.P. BRASS ELBOW
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1" POLY TUBING OR BRASS WITH 90° ELBOW
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CORPORATION STOP 1" FORD F-600 OR EQUAL
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POTABLE WATER MAIN OR RECYCLED WATER MAIN
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EXISTING/FUTURE SIDEWALK
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3/4" BRASS BALL VALVE WITH HANDLE
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CHRISTY G-5 BOX OR EQUAL
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FOREST GREEN FOR POTABLE WATER PURPLE (PANTONE 512) FOR RECYCLED WATER
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APPLY TEX-COTE GRAFFITI GUARD , 21ST CENTURY COATINGS GRAFF-IT-OFF , OR APPROVED EQUAL
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INSTALL UNIT TO CONCRETE PAD AND FILL VOID WITH NON-SHRINK GROUT
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1.Sampling stations shall be 3' bury, with a 1" MIP inlet, and a Sampling stations shall be 3' bury, with a 1" MIP inlet, and a 1" FIP discharge. A 1/4" bent-nose sampling bib shall be located before the discharge. 2.All stations shall be enclosed in a lockable, nonremovable, All stations shall be enclosed in a lockable, nonremovable, aluminum-cast housing. 3.When opened, the station shall require no key for operation, When opened, the station shall require no key for operation, and the water will flow in an all brass waterway. 4.All working parts will be of brass and serviceable from above All working parts will be of brass and serviceable from above ground with no digging. A 1/2" brass drain tube shall be provided within the locking cover. 5.Eclipse #88WC or equal sampling station (See Standard Detail Eclipse #88WC or equal sampling station (See Standard Detail No. W-17). 6. All materials should be lead-free.
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-17
ECLIPSE # 88 WC
NOTE:
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DETAIL
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#88-1-A Cover
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The bacteriological sampling station shall be an Eclipse No. 88WC or approved equal.
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CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-18
FIRE HYDRANTLOCATIONS
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
W-19
3.
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PUMPER OUTLET FACING STREET
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SEE STANDARD DETAIL NO. W-18
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FOR LOCATION
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1.Hydrant model to be : Hydrant model to be : Residential - Clow 850 or equal with 1 - 4 1/2" and 1 - 2 1/2" outlet. Commercial/Industrial - Clow 960 or equiv. 1 - 4 1/2" and 2 - 2 1/2" outlet. 2.Hydrants shall be clean and free of concrete. Hydrants shall be clean and free of concrete. 3.Entire hydrant shall be painted OSHA Safety Yellow (Hy-Lux industrial coatings or approved Entire hydrant shall be painted OSHA Safety Yellow (Hy-Lux industrial coatings or approved equal). private hydrants connected to a fire pump shall be painted red and all hydrants numbered in accordance with City of Lathrop approval. (black lettering min. 1" high, upstream of face of hydrant). Hydrants connected to recycled water line shall be painted purple. Color to be Pantone 522C or approved equal. 4.6" dia. PVC pipe (AWWA C-900 with CIP equivalent o.d.) or DIP 6" dia. PVC pipe (AWWA C-900 with CIP equivalent o.d.) or DIP 5.Fire hydrant laterals greater than 100 LF, shall be 8" dia. PVC min. and shall have a Fire hydrant laterals greater than 100 LF, shall be 8" dia. PVC min. and shall have a second gate valve installed near the fire hydrant as approved by the fire district. 6.Break away spool with galvanized 307A or stainless steel spool bolts 6 nut to be on bottom Break away spool with galvanized 307A or stainless steel spool bolts 6 nut to be on bottom at connection to hydrant. 7.Expansion joints in sidewalk per standard detail R-5 and R-20. Expansion joints in sidewalk per standard detail R-5 and R-20. 8.All thrust blocks shall be inspected and approved at the time of construction per Standard All thrust blocks shall be inspected and approved at the time of construction per Standard Detail W-2. 9.Hydrants shall comply with AWWA standard C503. Hydrants shall comply with AWWA standard C503. 10.All fittings and metal pipes shall be wrapped with PVC 10 mil tape. All fittings and metal pipes shall be wrapped with PVC 10 mil tape. 11.Underground bolts must be stainless steel 316 and must use Never Seize or copper coat Underground bolts must be stainless steel 316 and must use Never Seize or copper coat on threads
