Section_IV_-_Water_Details.pdf
PDF 9 MB Posted
- Attached to
- Area Water and Sewer House Connection
- Solicitation number
- 104581
- Issued by
- Prince George's County, Barclay Town, Maryland
About this file
This is a Standard Details technical specification document for the Washington Suburban Sanitary Commission (WSSC) in Maryland, specifically outlining water infrastructure installation standards and design specifications. The document, designated Section IV - Water Details, provides comprehensive detail drawings and specifications for water main construction, valve installations, meter vaults, fire hydrant settings, and service connections. The specifications cover a range of pipe sizes from 1-inch through 36-inch diameter mains and include detailed installation requirements for various components such as air valves, pressure reducing valves, flow meters, blowoffs, and connection types. The document serves as a standard reference guide for contractors and engineers involved in water infrastructure projects within the WSSC service area, which encompasses Prince George's and Montgomery Counties, Maryland. This technical specification document does not include response dates, award dates, contract terms, or pricing information, as it functions as a design and construction standards manual rather than a solicitation or contract document.
The Standard Details document establishes uniform construction and installation practices for WSSC water infrastructure projects to ensure consistency and quality across the commission's service territory. The detailed specifications cover both standard construction methods and variations based on pipe diameter, installation depth, vault types, and service configurations, including provisions for meter installations in various building configurations and outdoor settings. The document includes load charts for ductile iron pipe and polyvinyl chloride pipe, continuity test station details, and connection specifications for both new installations and connections to existing water mains. These standards ensure that all contractors performing work within the WSSC jurisdiction comply with uniform specifications and that infrastructure meets established performance and safety requirements.
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SECTION IV
WATER
DETAILS
SEPTEMBER 2021
Page W-1
Table of Contents WSSC STANDARD DETAILS
SECTION IV- WATER DETAILS
TABLE OF CONTENTS
TITLE NUMBER
Method of Testing Water Mains W/1.0
2-inch Air Valve in Manhole for 24-inch Diameter and Smaller Pipelines W/2.0
Vent Box for Extended Air Release Pipe W/2.0a
Vent Box for Air/Vacuum Valve Vault On 30-inch Diameter and Larger Pipes W/2.0b
Shallow Type 2-inch Air Valve in Manhole For 24-inch Diameters and Smaller Pipelines W/2.0c
Shallow Type 2-inch Air Valve in Manhole For 24-inch Diameters and Smaller Pipelines W/2.0d
Adjustable Valve Box Round Head Sliding Type W/2.1
Extension Stems and Valve Boxes for Deep Valve Settings W/2.2
16-inch, 20-inch, 24-inch, 30-inch and 36-inch Horizontal Valve Installations W/2.4
16-inch, 20-inch, 24-inch, 30-inch and 36-inch Horizontal Valve Installations W/2.4a
Cast in Place Concrete Vault for 16-inch, 20-inch and 24-inch Horizontal Valves W/2.5
Cast in Place Concrete Vault for 30-inch and 36-inch Horizontal Valves W/2.5a
16-inch and 20-inch Vertical Valves Installation W/2.6
Cast in Place Concrete Vault for 16-inch and 20-inch Vertical Valves W/2.7
Polyethylene Encasement at Concrete Interface W/2.8
Type "A" Blowoff for Water Mains 16-inch to 30-inch W/3.0
Endwall Detail for Type "B" Blowoff W/3.01
Type "A" Blowoff for Water Mains 36-inch and Larger W/3.02
Type "B" Blowoff for Water Mains 36-inch and Larger W/3.03
Type "B" Blowoff Profiles for Water Mains 16-inch and Larger W/3.04
Piping Support at Welded-on Connection W/3.05
Welded-on Connection for Blowoffs on Mains 36-inch and Larger W/3.06
Page W-2
Blow-off Connection in Non-Traffic Areas for 4-inch and 6-inch Water Mains W/3.07
Blow-off Connection in Traffic Areas for 4-inch and 6-inch Water Mains W/3.08
Pressure Reducing Valve Vault Type “1” Layout W/4.2
Pressure Reducing Valve Vault Type “2” Layout W/4.3
Type “1” and “2” Pressure Reducing Valve Vault Piping Layout W/4.4
Pressure Relief Valve Vault W/4.5
Endwall for Pressure Relief Valve Piping W/4.6
Duel Pressure Relief Valve Vault W/4.7
Pressure Relief Valve Vault Piping Plan W/4.8
4-inch, 6-inch and 8-inch F.M. Meter Vault W/5.0
4-inch, 6-inch, 8-inch, and 10-inch F.M. Meter Vault Piping Layout W/5.0a
4-inch FM Meter with Check Valve Vault W/5.0b
6-inch and 8-inch FM Meter with Check Valve Vault W/5.0c
4-inch, 6-inch and 8-inch F.M. Meter with Check Valve in Vault Piping Layout W/5.0d
Remote Reading Device W/5.0e
Fire Hose Connection for FM Meter, Ultrasonic Meter and Detector Check Vault Layouts W/5.0f
10-inch F.M. Meter Vault W/5.0g
Fire Hose Connection in Traffic Areas for FM Meter, Ultrasonic Meter and Detector Check Vault Layouts W/5.0h
10-inch FM Meter Vault with Check Valve Vault W/5.0i
Fire Hose Connection in Traffic Areas for FM Meter, Ultrasonic and Detector Check Precast Vault Layout W/5.0j
3-inch, 4-inch and 6-inch Compound Meter Vault W/5.1
3-inch, 4-inch and 6-inch Compound Meter Vault Piping Layout W/5.1a
Cast in Place Concrete Top Slab Reinforcing Details W/5.2
Cast in Place Concrete Top Slab Reinforcing Details W/5.21
Page W-3
Cast in Place Concrete Top Slab for Type “1” Layout Pressure Reducing Valve Vaults W/5.22
Cast in Place Concrete Top Slab for duel pressure relief and Type “2” Layout Pressure Reducing Valve Vaults W/5.23
Cast in Place Concrete Top Slab for Ultrasonic Meter, FM Meter and Detector Check Vaults W/5.24
Cast in Place Concrete Top Slab for Ultrasonic Meter and FM meter with Check Valve Vault W/5.25
Cast in Place Concrete Top Slab for 10-inch FM Meter with Check Valve Vault W/5.26
Cast in Place Concrete Vault W/5.3
Cast in Place Concrete Vault Notes W/5.4
Top Slab Details for Vaults W/5.5
3/4-inch Meter Setting for 1-inch Service W/5.6
1-inch Meter Setting for 1-1/2-inch Service W/5.7
1-1/2-inch Meter Settings for 2-inch Service W/5.8
2-inch Meter Settings for 4-inch Service W/5.9
2-inch Meter Settings for Existing 2-inch Meter Replacement W/5.9a
1-inch, 1-1/2-inch and 2-inch Water House Connections for Inside Meters W/5.10
1-inch, 1-1/2-inch and 2-inch Water House Connections for Inside Meters, Rural Type Paving Section W/5.11
4-inch thru 12-inch Ductile Iron Water Connection W/5.12
Location of Outside Meters for 1-inch, 1-1/2-inch & 2-inch Water House Connections Closed Paving Section W/5.13
1-inch, 1-1/2-inch and 2-inch Water House Connections and Outside Meter Locations Rural Paving Sections W/5.14
Double 3/4-inch Meter Setting W/5.15
Double 1-inch Meter Setting W/5.15a
Existing Outside Meter Temporary Water Service for Water Main Replacement W/5.16
Existing Inside Meter Setting Temporary Water Service for Water Main Replacement W.5.16a
Page W-4
Ductile Iron Pipe Load Chart W/6.0
Polyvinyl Chloride (PVC) Pipe (AWWA C900/905) Load Chart W/6.1
1-inch and Smaller Inside Water Meter Setting W/7.1
1-1/2-inch Inside Water Meter Setting When Meter Room Is Not Adjacent to Exterior Building Walls W/7.2a
1-1/2-inch Inside Water Meter Setting When Meter Room Is Adjacent to Exterior Building Walls W/7.2b
2-inch Inside Water Meter Setting When Meter Room Is Not Adjacent to Exterior Building Walls W/7.3a
2-inch Inside Water Meter Setting When Meter Room Is Adjacent to Exterior Building Walls W/7.3b
3-inch, 4-inch and 6-inch Indoor Compound Meter When Meter Room Is Adjacent to Exterior Building Walls W/7.4
3-inch, 4-inch and 6-inch Indoor Compound Meter When Meter Room Is Not Adjacent to Exterior Building Walls W/7.5
4-inch, 6-inch and 8-inch Indoor FM Meter When Meter Room Is Adjacent to Exterior Building Walls W/7.6
4-inch, 6-inch and 8-inch Indoor FM Meter When Meter Room Is Not Adjacent to Exterior Building Walls W/7.7
Fire Hydrant Setting Closed Paving Section W/8.0
Fire Hydrant Setting Open Paving Section W/8.1
Continuity Test Station for AWWA C900 PVC Pipe W/9.0
Continuity Test Station for AWWA C900 PVC Pipe at Fire Hydrant W/9.1
Air/Vacuum Valve Vault On 30-inch Diameter and Larger Pipes W/10.0
Details for Air/Vacuum Valve Vault on 30-inch Diameter and Larger Pipes W/10.1
Air/Vacuum Valve Vault On 30-inch Diameter and Larger Pipes W/10.2
Entry Port Vault for 36-inch to 48-inch Diameter Pipes W/10.3 Blind Flange Details for Entry Port Vaults W/10.4
Air/Vacuum Valve Vault and Entry Port Vault for 36-inch to 48-inch Diameter Pipes W/10.5
Page W-5
Concrete Vault for Entry Ports W/10.6
Cast In Place Concrete Top Slab Reinforcing for Air/Vacuum Valve Vault and Entry Port Vaults W/10.7
Pipe Closure Joint Detail Using MJ Solid Sleeves W/11.0
Pipe Closure Joint Detail For Exist. ACP Water Mains W/11.1
Connecting to Existing PCCP Water Main using Ductile Iron Tee W/13.0
Connecting to Existing PCCP Water Main for 2” and smaller Water Connections W/13.1
4-inch, 6-inch and 8-inch Ultrasonic Meter Vault W/14.0
10-inch Ultrasonic Meter Vault W/14.0a
4-inch, 6-inch, 8-inch and 10-inch Ultrasonic Meter Vault Piping Layout W/14.0b
4-inch Ultrasonic Meter and Check Valve Vault W/14.1a
6-inch and 8-inch Ultrasonic Meter with Check Valve Vault W/14.1b
10-inch Ultrasonic Meter with Check Valve Vault W/14.1c
NOTES:
1. METER TO BE SET HORIZONTALLY.
2. BENDS IN REMOlE READER CONDUIT NO GREAlER
THAN 45• EXCEPT PER FITTING (EXCEPTION FOR
90" SWEEP FITTING)
WAlER METER 3.
4.
SECURE MElER HORN ABOVE AND BELOW TO
PREVENT STRAIN ON PIPING.
LOCATE EXIT POINT FOR REMOTE READING DE\1CE
1-1/2' TO 4' ABOVE FINISHED GRADE ON SAME
WALL AS ELECTRIC METER. IF ELECTRIC METER
IS LOCATED AT REAR OF BUILDING, LOCAlE EXIT POINT IN FRONT OF BUILDING. REMOlE READER
AND CABLE TO BE SUPPLIED BY WSSC.
5. PIPE BETYEEN UPSTREAM AND DOWNSTREAM
SHUTOFF BALL VALVES SHALL BE COPPER.
6. A FULL-FLOW BUILDING WATER SERVICE VALVE
SHALL BE INSTALLED WITHIN 3-FEET OF \litiERE THE WATER SERl.1CE ENlERS THE BUILDING. REMOTE CONDUIT
1" NOMINAL SIZE
� WATER SERVICE LINES TO
FLOOR/SLAB
� SILL COCKS, OUTSIDE
HYDRANTS, a: IRRIGATION d . FIRE SPRINl<ER BACl<FLOW
PREVENTER ASSE 1024
-;.... (INSTALL IN ACCESSIBLE
� ::I LOCATION) ::::,
a: ::I z
WAlER METER
,0
I co
EXTERIOR WALL
SEE NOTE 6
ELEVATION
APPROVED: /if)/;;/) kl I r I
PLAN
STANDARD DETAIL
24" EXCESS CABLE
\litiERE WATER PRESSURE WITHIN
A BUILDING EXCEEDS 80 PSI, A
PRESSURE-REDUCING VAL\IE
CONFORMING TO ASSE 1003 WITH
STRAINER SHALL BE INSTALLED
TO REDUCE THE PRESSURE TO
NOT GREATER THAN BO PSI
DOMESTIC WATER
BACl<FLOW PRE\IENTER
ASSE 1024 (INSTALL IN
ACCESSIBI..E LOCATION)
SECURE REMOTE CONDUIT
24" EXCESS CABLE
REDUCERS UPSTREAM AND
DOWl'<ISTREAM OF METER HORN
AS REQUIRED (TYPICAL)
UPSTREAM SHUTOFF BALL VALVE
THRU WALL
WATER SERVICE LINE
WASHINGTON
SUBURBAN
SANITARY
COMMISSION #lk/1�
1-INCH AND SMALLER
INSIDE WATER METER SETTING
w
7.1
Chief Engineer
W71
30•1130• SO. OPENING IN TOP
SLAB FOR MElER REMOVAt;
2• PVC SCH 40 CONDUIT FOR
REMOlE READER CABLE ATTACHED WllH SS SlRAPS (t•\WlE X 20 GA) AND SS
ANCHORS (2" LONG X 3/16"DIA)
AT 18-INCH SPACING.:-:=-----l .• JJI
DIP (rLG.xPE)
RUBBER ANNULAR
HYDROSTATIC SEALING
FOR CONTINUATION
SEE DETAIL W/14.0b
DEVICES ("NPICAL AT
EACH PIPE OPENING),
SEE SPECIFICA llONS
OL YETHYI..ENE ENCASEMENT,
CIFICA TIONS ANO DETAIL
a•x8"X3/4" STEEL BEARING PLAlE ON 1/2":t GROUT ON 8"x8" SOUO MASONRY OR
CONCRETE PIER.
(T'tPICAL Of' 3) ____ .., 30•1130• SO. ALUMINUM HATCH (H-20
LOADING, SEE SPECIFICA llONS) FOR
ULlRASONIC MEl£R
PLAN
MJ SOUD SLEEVE,
SEE NOTE 2 ON
DETAIL W/14.0b
12• SUMP
ALUMINUM LADDER SEE DETAIL
M/16.0 ANO M/16.1
30"1130" SQ. OPENING IN TOP SLAB
30•1130• SQ. ALUMINUM HATCH, SEE DETAIL W/5.5
(H-20 LOADING, SEE SPECIFICATIONS) ANO
METER REMOVAL, SEE NOTE 5----. SEE NOlE 5.
FOR MIN. SEE DETAIL W/5.5
TOP SLAB, SEE NOTE 2
2• PVC SCH 40 CONDUIT FOR
REMO"TE READER CABLE
ATTACHED WllH SS SlRAPS
(1.YIIOE X 20 GA) ANO SS
ANCHORS (2• LONG X 3/16.0IA)
AT 18-INCH SPACING. ----J__
12'116' VAULT,
SEE DETAIL W/5.3 ----..
MJ SOUO Sl.EE'<f;, SEE NOlE 2 ON DETAIL W/14.0b
•A•
I
V-910 POL YE'TMYI.ENE ENCASEMENT,
SEE SPECIFICATIONS ANO DETAIL W/2.8
5• MINIMUM
GRANULAR BEDDING---••,/':.•.
NOTES;
•:•:: ••• RUBBER ANNULAR HYDROSTATIC
� •:=•• SEALING l>E'ACES (TYPICAL AT EACH
1. FOR PIPE AND METER SIZES, PIPING LAYOUT AND NOTES,
"' ::•• PIPE OPENING), SEE SPECIFICATIONS
SEE DETAIL W/14.0b ELEVAT-IO_N_ .... :.•. �12· RCP SUMP W/ CONCRETE
2. FOR TOP SLAB DETAILS, SEE DETAIL W/5.26. PLUG OR 12• PUSH-ON JOINT
3. FOR DIMENSION •A•, SEE DETAIL W/14.0b. DIP WITH BELL W/ CONCRElE
4. FOR LOCATION OF BY-PASS PIPING, SEE DETAIL W/14.0b. PLUG AT THE BELL
5. IF VAULT LOCATION IS LOCATED IN TRAFFIC AREA, USE 30• DIA. FRAME AND COVER ANO REMOTE READING DEVICE, FOR
LOCATION SEE W/14.0b.
6. FOR REMOTE READING DEVICE, SEE DETAIL W/5.0e.
7. BENDS IN REMOTE READER CONDUIT NOT TO EXCEED 45' PER FITTING UNLESS USING A 90' SWEEP.
8. CONTRACTOR SHALL INSTALL REMOTE READER HOUSING, AI.L CONDUIT ANO WIRING. METER SERVICES SHALL INSTAI.L THE
REMOTE READING DEVICE AND PERFORM FINAL WIRING TO THE METER.
WASHINGTON
SUBURBAN
SANITARY
COMMISSION
APPROVED: 7 --a-, l,- � \
�� ttiefEngine��
STANDARD DETAIL
10-INCH ULTRASONIC METER
WITH CHECK VALVE VAULT
w
14.1c
W141c
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