City Home - City of Sacramento
60
Transcript of City Home - City of Sacramento
FOR CITY STREETS, ALLEY & EASEMENTS
STANDARD VALVE BOX INSTALLATION
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SWS
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WATER MAIN
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GROUND SURFACE
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LOCATING WIRE
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SEE DETAIL W-102
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8" SDR 35 PVC PIPE TO
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REST ON BONNET OF VALVE
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8" SDR 35 PVC PIPE
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ENDS CUT TRUE SEE NOTE 1
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10" LOOP
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CLASS 2 AGGREGATE BASE
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STREET PAVING
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ENDS CUT TRUE SEE NOTE 1
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8" SDR 35 PVC PIPE TO
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REST ON BONNET OF VALVE
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10" LOOP
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THAN EXISTING PAVEMENT
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LOCATING WIRE
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SEE DETAIL W-102
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WATER MAIN
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1/4" MAX. HIGHER
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1. ONE (1) CONTINUOUS PIECE
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%%UNOTE:
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DROP CAP SEE DETAIL W-304
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VALVE BOX AND COVER
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SEE DETAIL W-304
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COLLAR
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CONCRETE
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%%UIN PUBLIC UTILITY EASEMENTS
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%%UVALVE BOX INSTALLATION
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%%UALLEYS AND PAVED UTILITY EASEMENTS
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%%UVALVE BOX INSTALLATION IN CITY STREETS
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POLYETHYLENE
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ENCASEMENT
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ENCASEMENT
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POLYETHYLENE
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2. NUT EXTENSION REQUIRED
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WHEN VALVE NUT IS IN
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EXCESS OF 30" BELOW
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FINISH GRADE. SEE W-308.
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FINISH GRADE. SEE W-308.
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EXCESS OF 30" BELOW
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WHEN VALVE NUT IS IN
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2. NUT EXTENSION REQUIRED
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1. ONE (1) CONTINUOUS PIECE
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%%UNOTE:
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CUT 1-1/4" SLOT
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10" MAX.
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FOR WIRE
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CUT 1-1/4" SLOT
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10" MAX.
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FOR WIRE
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DATE:
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APPR'D BY:
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DWG. NO.
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REV.
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DATE
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DESCRIPTION
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CITY OF SACRAMENTO
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DEPARTMENT OF UTILITIES
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NO SCALE
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W-303
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APRIL 2012
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R:\Utilstds\_New_Std_Details\Water_Utilities\W-303
METER BOX AND LIDS
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DATE:
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APPR'D BY:
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DWG. NO.
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REV.
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DATE
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DESCRIPTION
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CITY OF SACRAMENTO
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DEPARTMENT OF UTILITIES
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NO SCALE
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W-400
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R:\Utilstds\_New_Std_Details\Meter_Retrofit_Details\W-400
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May 10, 2019
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WATER
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4"
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4"
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VARIES SEE BELOW
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318"x " DEEP12" DEEP DEEP
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%%UTIER 15
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14"
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2 18"
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3. THE METER BOXES AND LIDS SHALL BE FABRICATED BY THE SAME MANUFACTURER.
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4. ALL LIDS SHALL BE MARKED "WATER", WITH A NOMINAL LETTERING HEIGHT OF 1-INCH.
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2. FOR TRAFFIC INSTALLATIONS THE H-20 LID SHALL BE "LOCKED" INTO THE METER BOX BODY WITH A
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1. STEEL LIDS SHALL HAVE "PROPERTY OF CITY OF SACRAMENTO" WELDED ONTO THE TOP. THE LETTERS SHALL BE
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%%UNOTES:
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1" IN HEIGHT.
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PENTA HEAD BOLT (0.84 P/F 18-8 STAINLESS), 3/8"-16x1 THREAD, WITH WASHER OR 3/8-7x3-1/2 ss
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TIER 15 & TIER 22
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5. ALLEYS & UNIMPROVED STREETS SHALL HAVE A TIER 22 BOX AND COVER FOR ALL 1" THRU 2" METERS. AND
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ONLY 3", 4", 6" AND 8" METER BOXES IN PLANTERS SHALL HAVE A READING LID.
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SIDEWALKS SHALL BE TIER 15.
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WATER
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PROPERTY OF
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CITY OF
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SACRAMENTO
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4"
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2 PLCS
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58" THRU THRU
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2 PLCS
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114" THRU THRU
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318" " " 38"
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2 18"
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THRU
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1/2" DEEP RECESSED AREA CENTERED OVER THE 1 3/4" DIAMETER HOLE.
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FOR 3" AND LARGER SERVICES LIDS SHALL HAVE TWO 1 3/4" DIAMETER HOLE WITH A 3-1/8" DIAMETER,
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FOR 1-INCH SERVICES THE NOMINAL METER BOX SIZE SHALL BE 13x24"Lx12"D. FOR 1 1/2-INCH AND 2-INCH
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SERVICES THE NOMINAL SIZE SHALL BE 17"Wx30"Lx12"D.
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3" AND 4" IN TRAFFIC = 3048 BOX W/ H20 RATED COVER
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3" AND 4" IN PLANTER AREA = B48 BOX WITH 2 PIECE STEEL COVER B48-62D w/READING LID.
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6" & 8" IN PLANTER AREA= B52 BOX WITH 2 PIECE B52-62B w/READING LID.
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6" & 8" IN TRAFFIC AREA= R17 PIT W/ H20 RATED STEEL SPRING LOADED COVER
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%%UTYPE AND SIZE BOXES:
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%%U1-INCH TO 2-INCH
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%%U3-INCH TO 8-INCH
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PENTA HEAD AUGER BOLT.
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%%UTIER 22
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12"
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2 116"
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H-20 TRAFFIC LIDS
RP ASSEMBLY WITH WATER METER
INSTALLATION OF 1 1/2 TO 2-INCH
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%%UNOTES:
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%%UPRINCIPLE BACKFLOW PREVENTION ASSEMBLY W/WATER METER
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%%UINSTALLATION OF 1 1/2 TO 2-INCH REDUCED PRESSURE
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TO CITY
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WATER MAIN
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COPPER TUBING
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REDUCED PRESSURE
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PRINCIPLE BACKFLOW
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MIN. 12" CLR.
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MAX 36" CLR.
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PREVENTION ASSEMBLY
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3. POINT OF SERVICE:
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A. POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS.
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B. POINT OF SERVICE IS THE BACK OF SIDEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS WITH CURB AND GUTTER.
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C. POINT OF SERVICE IS THE RIGHT-OF-WAY LINE ON ALL ALLEYS AND UNIMPROVED STREETS.
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D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY
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4. LISTS OF APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PREVENTION ASSEMBLY TESTERS
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ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES CUSTOMER SERVICE COUNTER LOCATED AT 1395 35TH AVE.
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5. THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND, IN A HORIZONTAL AND
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LEVEL POSITION. THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMER'S SIDE AND NO FURTHER THAN
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6. OUTLETS, TAPS, TEES, OR CONNECTIONS BETWEEN THE WATER MAIN AND BACKFLOW
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2. REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES SHALL BE CONNECTED TO CITY WATER AND TESTED
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STREET
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CURB
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LOCATION OF POINT OF SERVICE
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VARIES - SEE NOTE 3
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PRIOR TO BEING PLACED INTO SERVICE.
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FLOW
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FLOW
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7. CONCRETE PAD IS RECOMMENDED IF ASSEMBLY IS PLACED WITHIN A PROTECTIVE ENCLOSURE.
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8. FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTION.
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MAX.
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FLOW
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CUSTOMER'S INSTALLATION
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1. INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE CURRENT CROSS CONNECTION CONTROL POLICY.
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9. 6 MIL POLYETHYLENE WRAP WITH 10 MIL TAPE IS REQUIRED FOR ALL UNDERGROUND COPPER TUBING.
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SEE NOTE 7
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THE CROSS CONNECTION CONTROL SPECIALIST.
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FIVE (5) FEET FROM THE POINT OF SERVICE OR THE METER.
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PREVENTER ARE NOT ALLOWED.
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METER
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MUELLER B24276-N OR EQUAL
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ANGLE METER VALVE SCHEDULE
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METER BOX LIDS
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SHALL CONFORM
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TO W-400 &
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CITY STANDARD
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SPECIFICATIONS, TYP
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10. FOR STREETS INSTALLATIONS, METER BOXES SHALL BE CONSTRUCTED OF AN H2O TRAFFIC
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RATED (PER AASHTO-H2O LOAD TEST) CONCRETE MATERIAL AND SHALL MEET THE CAL TRANS No. 5T
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OR 6T STATE SPECIFICATION. LIDS SHALL BE H2O RATED. ALL LIDS SHALL BE PER CITY STD W-400.
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11. ALLEYS AND UNIMPROVED STREET SHALL HAVE A TIER 22 BOX AND COVER
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FOR ALL 1" TO 2" METERS.
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DATE:
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APPR'D BY:
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DWG. NO.
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REV.
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DATE
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DESCRIPTION
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CITY OF SACRAMENTO
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DEPARTMENT OF UTILITIES
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NO SCALE
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W-505
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SEPT 8, 2017
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R:\Utilstds\_New_Std_Details\Water_Utilities\W-505
WITH NO RP DEVICE
1 1/2" & 2" METERED WATER SERVICE
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%%UNOTES:
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%%UWITHOUT REDUCED PRESSURE PRINCIPLE ASSEMBLY
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1. POINT OF SERVICE:
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A. POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS.
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B. POINT OF SERVICE IS THE BACK OF SIDEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS
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C. POINT OF SERVICE IS THE RIGHT-OF-WAY LINE ON ALL ALLEYS AND UNIMPROVED STREETS.
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D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY
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THE DEPTARTMENT OF UTILITIES METER SUPERVISOR.
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%%U1 1/2" & 2" METERED WATER SERVICE INSTALLATION
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2. 6 MIL POLYETHYLENE WRAP WITH 10 MIL TAPE IS REQUIRED FOR ALL UNDERGROUND
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FLOW
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1-1/2" TO 2" = MUELLER B24276-N OR EQUAL
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ANGLE METER VALVE SCHEDULE
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*PACK JOINTS ARE NOT ALLOWED.
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MAX.
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VARIES - SEE NOTE 1
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LOCATION OF POINT OF SERVICE
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CURB
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STREET
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WATER MAIN
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TO CITY
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METER
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1-1/2" METER = 13"
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2" METER = 17"
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CONTACT CITY OPERATOR WHEN READY
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PAYMENT OF FEES & PRIOR TO FINAL,
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CITY WILL SET METER AND UPON
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WITH CURB AND GUTTER.
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COPPER TUBING.
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METER BOX SUPPORT.
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PROVIDE BRICKS FOR
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METER BOX LIDS SHALL
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CONFORM TO W-400
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& CITY STANDARD
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SPECIFICATIONS
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SEE NOTE 2
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FOR METER INSTALLATION
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3. FOR STREETS INSTALLATIONS, METER BOXES SHALL BE CONSTRUCTED OF AN H2O TRAFFIC
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RATED (PER AASHTO-H2O LOAD TEST) CONCRETE MATERIAL AND SHALL MEET THE CAL TRANS No. 5T
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OR 6T STATE SPECIFICATION. LIDS SHALL BE H2O RATED. ALL LIDS SHALL BE PER CITY STD W-400.
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4. ALLEYS AND UNIMPROVED STREET SHALL HAVE A TIER 22 BOX AND COVER FOR ALL 1" TO 2" METERS.
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DATE:
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APPR'D BY:
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DWG. NO.
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REV.
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DATE
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DESCRIPTION
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CITY OF SACRAMENTO
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DEPARTMENT OF UTILITIES
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NO SCALE
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W-507
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SEPT 8, 2017
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R:\Utilstds\_New_Std_Details\Water_Utilities\W-507
DUCTILE -WS-CCP
JOINT BOND CABLE DETAIL
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%%UTEE
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%%UVALVE
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%%USPOOL
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%%UBEND
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%%UFLEXIBLE COUPLING
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%%UFLANGED JOINT
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%%UPUSH-ON JOINT
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HMWPE BOND CABLES
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18" LONG, MINIMUM
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EXOTHERMIC WELD
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2- NO. 4 AWG STRANDED COPPER BOND WIRE W/ HMWPE INSULATION
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"O" RING RUBBER GASKET
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FIELD APPLIED MORTAR
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CEMENT MORTAR COATING
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STEEL CYLINDER
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CEMENT MORTAR LINING
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PIPE INSIDE DIAMETER
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%%USECTION A-A
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A
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A
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DIAPER
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EXOTHERMIC WELD (SEE DRAWING W-1011)
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CHIP MORTAR COATING AS NECESSARY
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NOTES: 1. BOND WIRES SHALL NOT BE INSTALLED ACCROSS INSULATING BOND WIRES SHALL NOT BE INSTALLED ACCROSS INSULATING JOINTS OR WELDED JOINTS. 2. FOR 14" AND LARGER DIAMETER PIPE AND FITTINGS, BOND FOR 14" AND LARGER DIAMETER PIPE AND FITTINGS, BOND WIRE SHALL BE #4 AWG/HMWPE AND TWO WIRES ARE REQUIRED PER JOINT. 3. FOR 12" DIAMETER AND SMALLER PIPE AND FITTINGS, BOND FOR 12" DIAMETER AND SMALLER PIPE AND FITTINGS, BOND WIRE SHALL BE #8 AWG/HMWPE AND ONE WIRE IS REQUIRED PER JOINT.
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%%UMECHANICAL JOINT
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HMWPE BOND CABLES 18" LONG, MINIMUM
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EXOTHERMIC WELD
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1-#4 AWG/HMWPE (TYP.) SEE NOTE 2
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DATE:
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APPR'D BY:
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DWG. NO.
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REV.
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DATE
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DESCRIPTION
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CITY OF SACRAMENTO
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DEPARTMENT OF UTILITIES
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NO SCALE
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W-1012
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R:\Utilstds\_New_Std_Details\Water_Utilities\W-1012
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05/07/19
