separation and construction
TRANSCRIPT
SEPARATION AND CONSTRUCTION
FOR SEWER AND WATER LINES(PARALLEL)
REQUIREMENTS
W-1/S-3Approval Date: Draft 09/18 DRAWING NUMBER:
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-1_S-3.dwg 03/05/19 10:25 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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%%UPIPE CONVEYANCE TYPE A
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GROUND SURFACE
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1. UNTREATED SEWAGE
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10'
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ZONE P
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ZONE P
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ZONE P
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CCR, TITLE 22
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SECTION 64572(A)
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2. PRIMARY OR SECONDARY
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TREATED SEWAGE
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3. DISINFECTED SECONDARY-22
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RECYCLED WATER
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4. DISINFECTED SECONDARY-23
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5. HAZARDOUS FLUIDS
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RECYCLED WATER
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%%UPIPE CONVEYANCE TYPE B
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1. DISINFECTED TERTIARY RECYCLED WATER
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CCR, TITLE 22
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SECTION 64572(B)
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2. STORM DRAINAGE
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%%UZONE
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C
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LEGEND
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DUCTILE IRON PIPE
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%%USPECIAL CONSTRUCTION
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CONSTRUCTION RESTRICTED
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(SWRCB - APPROVAL REQD)
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R
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P
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CONSTRUCTION PROHIBITED
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GROUND SURFACE
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ZONE C
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ZONE P
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6"
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TYPE
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10'
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4'
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ZONE P
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ZONE C
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ZONE C
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ZONE P
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ZONE R
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ZONE R
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B
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TYPE
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A
Approval Date: Draft
SEPARATION AND CONSTRUCTION
FOR SEWER AND WATER LINES(CROSSINGS)
REQUIREMENTS
W-2/S-4DRAWING NUMBER:09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-2_S-4.dwg 03/05/19 10:26 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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1'
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1'
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8' MIN.
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%%ULEGEND
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%%UZONE
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%%USPECIAL CONSTRUCTION
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P
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CONSTRUCTION PROHIBITED
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R
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CONSTRUCTION RESTRICTED
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(CDPH - APPROVAL REQD)
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GROUND SURFACE
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WATER MAIN
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C
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DUCTILE IRON PIPE
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(NO JOINTS)
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VARIES
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8' MIN.
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MIN.
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PIPE
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O.D.
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ZONE P
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12"
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<
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-
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36" OF COVER MIN
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18"
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>
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-
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48" OF COVER MIN
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NO JOINTS
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*TYPE A OR B
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MIN.
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WATER MAIN CROSSING
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SHALL BE MADE PERPENDICULAR
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TO AND NO LESS THAN 45-DEGREES
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TO PIPELINE
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ZONE R
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(CCR, TITLE 22, SECTION 64572d)
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SEE STD. DWG. W-1
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*
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ZONE C
TYPICAL LOCATION OF
W-5A
WATER METER BOX
DRAWING NUMBER:Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-5A.dwg 03/05/19 10:26 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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CUSTOMER
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SERVICE LINE
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CVWD-DW SERVICE LINE
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CURB
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PLACE BACK FACE OF METER BOX AT R/W LINE
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EDGE OF ROADWAY
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METER LOCATION NO CURB OR SIDEWALK NTS
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PLACE FACE OF METER BOX AT BACK OF CURB.
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CVWD-DW SERVICE LINE
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CUSTOMER
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SERVICE LINE
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W
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W
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SEWER LATERAL
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W
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R/W
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P
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S
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S
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10' MIN
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L
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DOMESTIC WATER MAIN
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SEWER LATERAL
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S
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S
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S
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S
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10' MIN
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R/W
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P
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L
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PUE
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PUE
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NOTE: 1. IF SIDEWALK IS ADJACENT TO THE CURB THE METER BOX IS TO BE LOCATED
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2. FOR SERVICE INSTALLATION DETAILS, SEE DETAIL DRAWINGS W-7, W-9, AND W-11.
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3. METER BOXES SHALL NOT BE LOCATED IN SIDEWALK.
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OUTSIDE AND ADJACENT TO SIDEWALK WITHIN THE PUE.
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DOMESTIC WATER MAIN
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METER LOCATION NO SIDEWALK NTS
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W
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W
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S
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W
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W
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W
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S
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S
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S
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S
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S
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S
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S
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S
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S
TYPICAL LOCATION OF
W-5B
WATER METER BOX
DRAWING NUMBER:Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-5B.dwg 03/05/19 10:26 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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R/W
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CUSTOMER
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SERVICE LINE
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10'MIN
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PLACE FACE OF METER BOX AT BACK OF SIDEWALK AND WITHIN R/W
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CURB
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CVWD-DW SERVICE LINE
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W
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W
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S
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SIDEWALK
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LANDSCAPE
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AREA
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CVWD-DW SERVICE LINE
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SEWER LATERAL
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R/W
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SIDEWALK
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LANDSCAPE
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AREA
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MEANDERING
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SIDEWALK
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DOMESTIC WATER MAIN
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PLACE FACE OF METER BOX AT BACK OF CURB
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S
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S
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W
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W
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W
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S
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3. METER BOXES SHALL NOT BE LOCATED IN SIDEWALK.
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P
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L
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P
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L
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CUSTOMER
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SERVICE LINE
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10'MIN
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SEWER LATERAL
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S
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S
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1. IF SIDEWALK IS ADJACENT TO THE CURB THE METER BOX IS TO BE LOCATED
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2. FOR SERVICE INSTALLATION DETAILS, SEE DETAIL DRAWINGS W-7, W-9, AND W-11.
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PUE
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CURB
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OUTSIDE AND ADJACENT TO SIDEWALK WITHIN THE PUE.
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DOMESTIC WATER MAIN
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METER LOCATION SIDEWALK ADJACENT TO CURB NTS
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%%UMETER LOCATION PATHWAY
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%%UAND MEANDERING SIDEWALK
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NTS
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NOTES:
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SIDEWALK
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SIDEWALK
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S
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S
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W
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S
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S
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S
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W
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W
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W
W-7DRAWING NUMBER:
DETAIL OF 1" SERVICE CONNECTIONAND METER INSTALLATION
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-7.dwg 03/05/19 10:27 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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1
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4
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3
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5
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2
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6
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7
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24" MIN.
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10%%D MIN.
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45%%D MAX.
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WATER MAIN
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6"
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8"
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N.T.S.
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CVWD MAINTENANCE
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RESPONSIBILITY
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12"R
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CUSTOMERS MAINTENANCE
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RESPONSIBILITY
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W
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IW
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LEGEND ON PLANS
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1"
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1"
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%%UNOTES:
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8
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ITEM
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NO.
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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1
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1
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1
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17"(W) X 30"(L) X 12"(D) METER BOX & LID (66S)
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1" ANGLE METER STOP
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1" X REQUIRED LENGTH COPPER PIPE SERVICE LINE (TYPE K SOFT) (POLYETHYLENE ENCASED)
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1" CORPORATION STOP
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1
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SHUT-OFF VALVE*
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STRAIGHT CHECK VALVE ( SEE NOTE #6 )
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METER *
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1" SERVICE SADDLE
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1
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TO BE INSTALLED BY CONTRACTOR
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TO BE INSTALLED BY CVWD
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3
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2
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1
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4
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SERVICE GOOSNECK SHALL NOT EXTEND OVER 3" ABOVE TOP OF MAIN.
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1. REFER TO SECTIONS 33 11 13, 33 12 13, AND 33 12 16.40 OF THE SPECIFICATIONS.
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2. LOCATE METER BOX AS SHOWN ON STD. DWG. W-5A & B
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3. SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE.
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4. INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION.
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5. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST.
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6. FOR DOMESTIC IRRIGATION A DOUBLE CHECK SHALL BE INSTALLED IN LIEU OF CHECK VALVE.
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*SIZE DETERMINED BY ENGINEER OF RECORD BASED ON DOMESTIC WATER AND FIRE SPRINKLER DEMANDS.
DRAWING NUMBER: W-9
DETAIL OF 1-1/2" SERVICE CONNECTIONAND METER INSTALLATION
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-9.dwg 03/05/19 10:27 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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8
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5
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9
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11
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WATER MAIN
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10
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W
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IW
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LEGEND ON PLANS
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1 1/2"
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1 1/2"
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9
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12
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1. REFER TO SECTIONS 33 11 13, 33 12 REFER TO SECTIONS 33 11 13, 33 12 13, AND 33 12 16.40 OF THE SPECIFICATIONS 2. LOCATE METER BOX AS SHOWN ON STD. LOCATE METER BOX AS SHOWN ON STD. DWG. W-5A & B 3. SET TOP OF METER BOX FLUSH WITH SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE 4. INSTALL CORPORATION STOP WITH KEY INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION. 5. MATERIALS SHALL BE SELECTED FROM MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. 6. FOR DOMESTIC IRRIGATION A DOUBLE FOR DOMESTIC IRRIGATION A DOUBLE CHECK VALVE BE INSTALLED IN LIEU OF CHECK VALVE
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%%UNOTES:
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2
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3
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6
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7
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1
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4
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CVWD MAINTENANCE
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RESPONSIBILITY
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CUSTOMERS MAINTENANCE
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RESPONSIBILITY
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NTS
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6"
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24" MIN.
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8"
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ITEM
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NO.
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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TO BE INSTALLED
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BY CVWD
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TO BE INSTALLED
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BY CONTRACTOR
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1
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1
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1
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SHUT-OFF VALVE*
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STRAIGHT CHECK VALVE (SEE NOTE #6)
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17"(W) X 30"(L) X 12"(D) METER BOX & LID (66S)
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METER*
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STRAIGHT METER COUPLING*
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BRASS BUSHING*
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FLANGE COMPANION
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1-1/2" ANGLE METER STOP
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1-1/2" X 90%%D COMPRESSION ELBOW
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1-1/2" CORPORATION STOP
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1-1/2" SERVICE SADDLE
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*SIZE DETERMINED BY ENGINEER OF RECORD BASED ON DOMESTIC WATER AND FIRE SPRINKLER DEMANDS.
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3
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2
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1
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1-1/2" X REQUIRED LENGTH COPPER PIPE SERVICE LINE (TYPE "K" SOFT) (POLYETHYLENE ENCASED)
DETAIL OF 2" SERVICE CONNECTION
W-11DRAWING NUMBER:
AND METER INSTALLATION
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-11.dwg 03/05/19 10:27 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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WATER MAIN
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W
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IW
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LEGEND ON PLANS
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2"
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2"
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1. REFER TO SECTIONS 33 11 13, 33 REFER TO SECTIONS 33 11 13, 33 12 13, AND 33 12 16.40 OF THE SPECIFICATIONS 2. LOCATE METER BOX AS SHOWN ON LOCATE METER BOX AS SHOWN ON STD. DWG. W-5A & B 3. SET TOP OF METER BOX FLUSH SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE 4. INSTALL CORPORATION STOP WITH INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION. 5. MATERIALS SHALL BE SELECTED MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. 6. FOR DOMESTIC IRRIGATION A DOUBLE FOR DOMESTIC IRRIGATION A DOUBLE CHECK VALVE BE INSTALLED IN LIEU OF CHECK VALVE
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%%UNOTES:
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1
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CVWD MAINTENANCE
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RESPONSIBILITY
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CUSTOMERS MAINTENANCE
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RESPONSIBILITY
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3
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4
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5
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7
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6
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2
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9
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10
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11
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12
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NTS
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8
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6"
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24" MIN.
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8"
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ITEM
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NO.
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SIZE AND DESCRIPTION
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REMARKS
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TO BE INSTALLED
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BY CVWD
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TO BE INSTALLED
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BY CONTRACTOR
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1
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10" ROUND VALVE BOX
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SHUT-OFF VALVE*
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NIPPLE FLANGE X FLANGE*
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METER FLANGE X MALE IRON PIPE THREAD*
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STRAIGHT CHECK VALVE (SEE NOTE #6)
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17"(W) X 30"(L) X 12"(D) METER BOX & LID
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FLANGE X FLANGE METER*
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2" ANGLE METER STOP
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2" X 90%%D COMPRESSION ELBOW
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2" CORPORATION STOP
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2" SERVICE SADDLE
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*SIZE DETERMINED BY ENGINEER OF RECORD BASED ON DOMESTIC WATER AND FIRE SPRINKLER DEMANDS.
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3
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2" X REQUIRED LENGTH COPPER PIPE (66S) SERVICE LINE (TYPE "K" SOFT) (POLYETHYLENE ENCASED)
DETAIL OF DUCTILE IRON
DRAWING NUMBER:
METER MANIFOLD ASSEMBLY
W-13BApproval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-13B.dwg 03/05/19 10:27 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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NOTES 1. REFER TO SECTIONS 33 11 13, 33 11 13.10, 33 12 13, 33 12 16.40, REFER TO SECTIONS 33 11 13, 33 11 13.10, 33 12 13, 33 12 16.40, AND 33 12 16.10 OF THE SPECIFICATION 2. LOCATE METER BOX AS SHOWN ON STD. DWG. W-5A AND W-5B. LOCATE METER BOX AS SHOWN ON STD. DWG. W-5A AND W-5B. 3. FOR SERVICE INSTALLATIONS, SEE STD. DWG. W-7, W-9 AND W-11. FOR SERVICE INSTALLATIONS, SEE STD. DWG. W-7, W-9 AND W-11. 4. FOR VALVE OPERATOR WELL INSTALLATION SEE STD. DWG. W-17 AND FOR VALVE OPERATOR WELL INSTALLATION SEE STD. DWG. W-17 AND W-18. 5. ALL JOINTS ARE TO BE RESTRAINED. ALL JOINTS ARE TO BE RESTRAINED. 6. ALL MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS ALL MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST.
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*24" FOR 1" CORPORATIONS *30" FOR 1 " CORPORATIONS12" CORPORATIONS
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11
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4
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5
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5
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CURB
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METER BOX
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5
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1
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8
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%%UPLAN VIEW
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NTS
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%%UELEVATION VIEW
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NTS
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16"
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*
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*
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*
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16"
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# OF JOINTS
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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1+
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1
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4+
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1+
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2+
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6" OR 8" CL. 350 D.I. PIPE
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6" OR 8" D.I. 90%%D FLANGED
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6" OR 8" CL. 350 D.I. PIPE
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6" OR 8" BLIND FLANGE
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6" OR 8" "TYTON" "FIELD LOK" GASKET
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MAIN SIZE X 6" OR 8" TEE
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VALVE OPERATOR WELL AND CAP
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SERVICE SADDLE
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6" OR 8" FLANGED CL 350 D.I. PIPE
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6" OR 8" FLG X "TYTON" GATE VALVE
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%%UGENERAL:
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MECHANICAL JOINT FITTINGS
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CAN BE USED WITH
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ENGINEER APPROVED
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RESTRAINING GLANDS.
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2+
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6" OR 8" FLG X MJ ADAPTER
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8
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3
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2
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1
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STEEL FITTINGSDIMENSIONS FOR FABRICATED
W-14DRAWING NUMBER:
(ALL DIMENSIONS IN INCHES)
u
u
u
u
u
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-14.dwg 03/05/19 10:28 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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C
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C
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ANGLE
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R2
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2-PIECE ELBOW
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0-30 DEG.
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ANGLE
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R3
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C
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C
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3-PIECE ELBOW
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31-60 DEG.
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R2 OR R3 =
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C
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TAN
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2
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A
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A
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A
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A
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CROSS
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R2
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ANGLE
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A
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A
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R4 =
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A
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TAN
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2
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4-PIECE ELBOW
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61-90 DEG.
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SMOOTH 90-DEG. ELBOW
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R=T
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90%%d
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T
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T
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R
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REDUCER
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G
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A
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A
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A
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TEE
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E'
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E'
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F'
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WYE
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90 DEG.
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D
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F
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E
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E
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LATERAL
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45-DEG. MIN.; 75-DEG. MAX.
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ANGLE
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NOMINAL
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4
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6
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8
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10
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12
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14
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30
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36
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42
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48
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DIAM.
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RUN
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A + A
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OUTLET
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A
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RUN
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D
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OUTLET
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E
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E'
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F'
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CROSS
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A + A
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LATERAL
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(45-75 DEG.)
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WYE
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ELBOWS
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C
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DEG.)
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(0-31
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PIECE
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TWO-
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C
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DEG.)
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(31-61
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PIECE
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THREE-
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A
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DEG.)
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(61-90
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PIECE
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FOUR-
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T
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(90 DEG.)
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SMOOTH
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G
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CONE
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REDUCER
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TEE
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13
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16
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18
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22
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24
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28
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30
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33
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36
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40
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44
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50
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56
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62
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68
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6.5
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8
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9
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11
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12
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14
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15
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16.5
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18
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20
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22
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25
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28
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31
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34
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13
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16
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18
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22
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24
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33
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36
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40
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44
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56
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62
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68
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15
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18
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22
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25.5
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30
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33
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36.5
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39
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43
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46
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49.5
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59
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84
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95
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104
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12
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14.5
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17.5
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20.5
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24.5
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27
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30
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32
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35
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37.5
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40.5
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49
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60
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69
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77
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22
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25
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9
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10
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6.5
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8
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9
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11
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12
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14
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18
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3
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3.5
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4.5
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5
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5.5
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6
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6.5
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7
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4
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8
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8.5
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10
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15
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18
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21
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4
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8
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9.5
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10
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11
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15
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18
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21
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24
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22
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25
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6.5
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8
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9
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11
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12
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18
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20
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28
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31
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34
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36
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45
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6
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9
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12
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21
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24
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27
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30
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33
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7
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9
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11
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14
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20
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NOTE: STEEL FITTINGS FOR ABOVE GROUND INSTALLATION ONLY
VALVE OPERATOR WELL INSTALLATIONDETAIL OF DOMESTIC WATER
W-17DRAWING NUMBER:
CALL
BEFORE
DIGGING
(760) 398-xxxx
CVWD
C
A
U
T
I
O
N
w
A
T
E
R
10'
OFFSET
P
I
P
E
L
I
N
E
A
V
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-17.dwg 03/05/19 10:28 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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8" C-900 PVC
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PEA GRAVEL
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VALVE OPERATOR NUT
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48" MAX.
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DEPTH
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PORTLAND CEMENT CONCRETE, 560-C-3250
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CONCRETE WITH INERT POLYPROPYLENE FIBERS
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TOP OF NEW PAVEMENT
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*95% RELATIVE
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COMPACTION
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TRENCH ZONE
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COMPACTION PER
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6"
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MARKER POST
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SEE STD. DRAWING W-27
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CONCRETE
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18" MIN.
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36" MAX.
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3" MAX.
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1" MIN.
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1/8"
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**TOP OF OLD
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1/8"
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**TOP OF OLD PAVEMENT
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%%UTYPICAL INSTALLATION (STREET, ALLEY, DIRT ROAD OR SHOULDER)
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NTS
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%%UTYPICAL INSTALLATION (UNTRAVELED AREAS)
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NTS
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6"
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STD. DWG. W-3
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C
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L
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NOTES: WHERE VALVE OPERATING NUT IS GREATER THAN 48" BELOW THE SURFACE, AN EXTENSION ROD FOR VALVE OPERATION, WITH CIRCULAR CENTERING GUIDE, SHALL BE REQUIRED. THE TOP OF THE EXTENSION ROD SHALL BE MIN. 24" AND MAX. 48" BELOW THE SURFACE 1. FOR VALVE OPERATOR WELL CAP SEE STD. DRAWING W-18 FOR VALVE OPERATOR WELL CAP SEE STD. DRAWING W-18 2. FOR MARKER POST SEE STD. DRAWING W-27 FOR MARKER POST SEE STD. DRAWING W-27 3. *PER COUNTY OF RIVERSIDE STANDARD NO. 818 TRENCH BACKFILL *PER COUNTY OF RIVERSIDE STANDARD NO. 818 TRENCH BACKFILL 4. **DEFINED AS 6 MONTHS OR OLDER**DEFINED AS 6 MONTHS OR OLDER
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PAVEMENT
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24" MIN.
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24" MIN.
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18"
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18"
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VALVE WELL CAP MODEL NO. CUL10LTCVWD-W MANUFACTURED BY BINGHAM & TAYLOR
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VALVE WELL FRAME MODEL NO. GRE10RTF MANUFACTURED BY BINGHAM & TAYLOR
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2" MIN.
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11"
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EXTENSION ROD (SEE NOTES)
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WATER MAIN
··
OPERATOR WELL CAP AND FRAMEDETAIL OF DOMESTIC WATER VALVE
W-18DRAWING NUMBER:Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-18.dwg 03/05/19 10:28 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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NOTES: 1. ALL METALLIC MATERIALS SHALL BE CAST IRON OR DUCTILE IRON. ALL METALLIC MATERIALS SHALL BE CAST IRON OR DUCTILE IRON. 2. FRAME AND LID SHALL HAVE CAST SEAT AND SIDE TO ASSURE CLOSE FIT. FRAME AND LID SHALL HAVE CAST SEAT AND SIDE TO ASSURE CLOSE FIT. 3. FOR INSTALLATION, SEE STANDARD DRAWING W-17. FOR INSTALLATION, SEE STANDARD DRAWING W-17. 4. FRAME AND LID SHALL EXCEED H-20 WHEEL LOADING. FRAME AND LID SHALL EXCEED H-20 WHEEL LOADING. 5. APPROVED MODELS: APPROVED MODELS: 10 INCH HEAVY MARK V TRI RIM W/FLANGE MODEL NO. GRE10RTF MANUFACTURED BY BINGHAM & TAYLOR 10 INCH MARK V TRI LID CVWD-WATER YELLOW POWDER MODEL NO. CUL10LTCVWD-W MANUFACTURED BY BINGHAM & TAYLOR
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10.252
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1.819
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10.959
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%%UPLAN VIEW
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NTS
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%%USECTION A-A
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NTS
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A
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A
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UTILITY ID
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DIRECTION
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ARROW
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NON-SKID
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SURFACE
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LIFTING HOLE
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LIFTING INDENTATIONS
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EACH SIDE
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DIRECTIONAL NOTCH
DETAIL OF CONCRETE THRUST BLOCKS
W-19/S-19DRAWING NUMBER:Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-19_S-19.dwg 03/05/19 10:28 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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STREET OR
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GROUND SURFACE
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%%USECTION:
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A=
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6" FOR 6"-8" PIPE
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12" FOR 12" PIPE
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18" FOR 18" PIPE
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CAP OR PLUG
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LENGTH
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(SHOWN WITH BRANCH CLOSED)
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USE SHORT
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HOLD BACK CONC.
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FROM ENDS OF
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BELL. (TYP.)
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PIPE
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NO. 5 REBAR (TYP.)*
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3" CLR.
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CONCRETE
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4" CLR.
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CONCRETE
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NO. 5 REBAR
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BEND
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"A"
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%%UBEND
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%%UTYPICAL SECTION
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NOTES: 1. BEARING AREA FOR THRUST BLOCKS SHALL DEPEND BEARING AREA FOR THRUST BLOCKS SHALL DEPEND ON PRESSURE AND PIPE SIZE 2. FOR BEARING AREA SEE STD. DRAWING W-20/S-20 FOR BEARING AREA SEE STD. DRAWING W-20/S-20 3. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF 420-B-2000 CONCRETE.
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%%UCROSS
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%%UWYE
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%%UTEE
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%%USECTIONAL ELEVATION
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NO. 5 REBAR
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@ 8" O.C.
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%%USECTION B-B
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%%UVERTICAL ANCHOR BLOCK
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NO. 5 REBAR
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@ 8" O.C.
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B
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B
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EXPOSED REBAR TO GROUND SOIL SHALL BE EPOXY
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COATED OR WRAPPED WITH 10 mil PIPE TAPE
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*
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NO. 5 REBAR (TYP)*
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18"
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WIDTH
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"A"
THRUST BLOCK BEARING AREAS
W-20/S-20DRAWING NUMBER:Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-20_S-20.dwg 03/05/19 10:29 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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%%UNOTES:%%U
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1. BASED ON A 225 PSI TEST PRESSURE AND BEARING VALUES OF DRY SOILS.
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2. VALUES FROM CURVES ARE FOR TEES AND DEAD ENDS I.E. STRAIGHT LINE THRUST.
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FOR 90%%D BENDS: 1.4 X VALUE FROM CURVE.
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FOR 45%%D BENDS: 0.8 X " " "
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FOR 22-1/2%%D 0.4 X " " "
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BEARING AREA OF THRUST BLOCK IN SQUARE FEET
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3. FOR CONDITIONS NOT COVERED BY CURVES, THRUST DEVICES MUST BE APPROVED BY THE ENGINEER.
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4. FOR LOCATION OF THRUST BLOCKS SEE STD. DRAWING W-19/S-19.
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5. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF 420-B-2000 CONCRETE.
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0
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10
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20
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30
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40
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4
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6
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16
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PIPE DIAMETER IN INCHES
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SOFT CLAY (500 LBS./SQ. FT.)
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SAND (1000 LBS./SQ. FT.)
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SAND AND GRAVEL (1500 LBS./SQ. FT.)
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SAND AND GRAVEL CEMENTED WITH CLAY (2000 LBS./SQ. FT.)
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SHALE, SANDSTONE OR CONGLOMERATE (4000 LBS./SQ. FT.)
1" AUTOMATIC COMBINATION AIR RELEASE
DRAWING NUMBER:
& AIR/VACUUM VALVE INSTALLATIONS
W-21AApproval Date: Draft 09/18
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11
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-21A.dwg 03/05/19 10:29 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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1. REFER TO SECTION 33 12 13 AND 33 12 18 OF THE SPECIFICATIONS
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2. NO DIPS OR LOW SPOTS WILL BE ALLOWED IN PIPING INSTALLATION
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3. LOCATE ENCLOSURE AS SHOWN ON W-22A OR W-22B
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4. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST
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NOTES:
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3
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2
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5
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6
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7
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8
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1
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1
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7
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13
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1.0% MIN
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RISE
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FINISH GRADE
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15"
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15"TYP
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TO
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MAIN
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13
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2"
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12" MAX
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15
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12" MAX
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%%USECTION VIEW
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%%UPLAN VIEW
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ITEM
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NO.
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SIZE AND DESCRIPTION
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NO.
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ITEM
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SIZE AND DESCRIPTION
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1" BRONZ FIPT X FIPT COUPLING
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VALVE ENCLOSURE (COLOR SANDSTONE)
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AIR/VACUUM VALVE W/TEST PORT
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1" AUTOMATIC COMBINATION AIR RELEASE &
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1" X REQ'D LENGTH PVC SCH 80
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1/2" X 3" STAINLESS STEEL DROP-IN
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ANCHORS 6 EA
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1/4" X 1" DEEP WEAKENED PLANE JOINT
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SEE STANDARD DRAWING W-18
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5' X 2'-6" X 4" THICK CONCRETE SLAB
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PIPE SLIP X FIPT WITH S.S. REINFORCEMENT/MPT X SLIP
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INSECT SCREEN
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1" X 8" BLACK FOAM SLEEVE
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1" X REQUIRED LENGTH COPPER
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PIPE TYPE "K" RIGID OR SOFT
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1" 90%%D BRONZE FIPT X FIPT ELBOW
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BRASS BALL VALVE W/TEE HEAD
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1" BRONZE MIPT X MIPT CORPORATION STOP
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SIZE X 1" SERVICE SADDLE
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WATER MAIN
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SEE STANDARD DRAWING W-17
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1" X REQ'D LENGTH BRONZE NIPPLE MIPT X MIPT
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9" MIN.
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4"
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4"
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24" MIN.
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SEE NOTE 5
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5. MINIMUM HEIGHT SHALL BE 18" UNLESS OTHERWISE CALLED OUT ON THE PLANS OR DIRECTED BY THE ENGINEER
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4
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1" 90%%D BRONZE FIPT X COMP ELBOW
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20
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20
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90%%% RELATIVE COMPACTION (MIN.)
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3
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2
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1
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& AIR VACUUM VALVE INSTALLATIONS2" AUTOMATIC COMBINATION AIR RELEASE
W-21BDRAWING NUMBER:Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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1. REFER TO SECTION 33 12 13 AND 33 12 18 OF THE SPECIFICATIONS
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2. NO DIPS OR LOW SPOTS WILL BE ALLOWED IN PIPING INSTALLATION
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3. LOCATE ENCLOSURE AS SHOWN ON W-22A OR W-22B
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4. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST
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NOTES:
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9" MIN
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12" MAX
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4
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5
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8
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9
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10
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11
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3
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14
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15
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16
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17
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18
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1
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1
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7
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8
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9
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13
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1.0% MIN
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RISE
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4"
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4"
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FINISH GRADE
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15"
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15"TYP
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TO
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MAIN
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13
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1"
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MAX
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12"
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19
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12
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LENGTH AS REQ'D
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MAY BE OMITTED
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%%UPLAN VIEW
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%%USECTION VIEW
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ITEM
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NO.
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SIZE AND DESCRIPTION
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NO.
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ITEM
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SIZE AND DESCRIPTION
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2" BRONZE FIPT X FIPT ELBOW
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VALVE ENCLOSURE (COLOR SANDSTONE)
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AIR/VACUUM VALVE W/TEST PORT
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2" AUTOMATIC COMBINATION AIR RELEASE &
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2" X REQ'D LENGTH PVC SCH 80
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1/2" X 3" STAINLESS STEEL DROP-IN
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ANCHORS 6 EA
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1/4" X 1" DEEP WEAKENED PLANE JOINT
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SEE STANDARD DRAWING W-18
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5' X 2'-6" X 4" THICK CONCRETE SLAB
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PIPE SLIP X FIPT WITH S.S. REINFORCEMENT MPT X SLIP
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2" BRONZE FIPT X FIPT COUPLING
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2" X REQ'D LENGTH BRONZE NIPPLE MIPT X MIPT
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2" 90%%D BRONZE COMPRESSION ELBOW
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2" X REQ'D LENGTH COPPER PIPE
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2" COMP X FIPT BALL VALVE W/TEE HEAD
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2" 90%%D BRONZE FIPT X COMP ELBOW
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2" BRONZE MIPT X MIPT CORPORATION STOP
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SIZE X 2" SERVICE SADDLE
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WATER MAIN
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SEE STANDARD DRAWING W-17
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2" X 8" BLACK FOAM SLEEVE
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6
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7
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11
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TYPE "K" RIGID OR SOFT
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24" MIN.
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5. MINIMUM HEIGHT SHALL BE 18" UNLESS OTHERWISE CALLED OUT ON THE PLANS OR DIRECTED BY THE ENGINEER
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SEE NOTE 5
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2
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90%%% RELATIVE COMPACTION (MIN.)
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20
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20
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11
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3
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2
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1
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4
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5
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6
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AIR RELEASE & AIR/VACUUM4" AND LARGER AUTOMATIC COMBINATION
W-21CDRAWING NUMBER:
VALVE INSTALLATION
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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1. REFER TO SECTION 33 12 13 AND 33 12 18 OF THE SPECIFICATIONS. REFER TO SECTION 33 12 13 AND 33 12 18 OF THE SPECIFICATIONS. 2. AIR/VAC PIPING RUN SHALL SLOPE CONTINUOUSLY TO MAIN. AIR/VAC PIPING RUN SHALL SLOPE CONTINUOUSLY TO MAIN. 3. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. 4. AIR/VAC SHALL NOT BE PLACED IN ROADWAY MEDIANS. AIR/VAC SHALL NOT BE PLACED IN ROADWAY MEDIANS. 5. ALL BELOW GROUND AIR/VAC PIPING AND APPURTENANCES SHALL BE ALL BELOW GROUND AIR/VAC PIPING AND APPURTENANCES SHALL BE POLYETHYLENE ENCASED PER SECTION 33 11 13 OF THE SPECIFICATIONS. 6. IN LOCATIONS WITHOUT CURB & GUTTER, GUARD POSTS SHALL BE INSTALLED PER IN LOCATIONS WITHOUT CURB & GUTTER, GUARD POSTS SHALL BE INSTALLED PER STD. DWG. W-49.
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%%UNOTE:
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1
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2
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6
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5
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SEE STD. DWG. W-17
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6
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8
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7
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FINISH GRADE
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CURB & GUTTER
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SIDEWALK
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1.0%%% MIN
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RISE
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BUTTERFLY VALVE OPERATOR NUT IS TO BE SET VERTICALLY FOR OPERATION FROM STREET.
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*=24" MIN. BEHIND SIDEWALK.
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**=24" MIN. BEHIND CURB W/O CURB ADJACENT SIDEWALK.
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WATER TRANSMISSION LINE
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SIZE AND DESCRIPTION
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ITEM
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NO.
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2 - 90%%D ELBOWS, 1 - PIPE NIPPLE &
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INSECT SCREEN
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6" STEEL SPOOL FLG X FLG
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6" DUCTILE IRON PIPE (RESTRAINED JOINTS)
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1 - 6" 90%%D DIP ELBOW FLG X FLG
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FLANGED FABRICATED TEE
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SIZE AND DESCRIPTION
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ITEM
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NO.
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CONC. SLAB
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9
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10
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%%UPLAN VIEW
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VALVE ENCLOSURE (COLOR SANDSTONE)
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4' X 4' X 18" MIN. THICK CONCRETE SLAB
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NOT USED
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SEE STANDARD DRAWING W-18
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BUTTERFLY VALVE FLG X FLG OPERATOR
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3
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9
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NUT TO BE SET VERTICALLY
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3 "12"
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6" X 4" REDUCER NEEDED FOR AIR-VACS 4" IN SIZE
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6" POSITIVE BREAK-OFF VALVE STANDARD 8 HOLE X 8 HOLE
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12
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*24"MIN.
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**24"MIN.
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6" MIN.
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18"
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14
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13
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NOT USED
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SEE NOTE 7
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7. MINIMUM HEIGHT SHALL BE 18" UNLESS OTHERWISE CALLED OUT ON THE PLANS OR DIRECTED BY THE ENGINEER
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COMBINATION AIR/VACUUM VALVE & AIR RELEASE
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3
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2
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1
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ENCLOSURE LOCATIONS1" AND 2" AIR & VACUUM VALVE
W-22ADRAWING NUMBER:Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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LEGEND ON PLANS
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INDICATE SIZE
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NON-CONTIGUOUS
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SIDEWALK
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CONTIGUOUS
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SIDEWALK
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WITH CURB
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NO SIDEWALK
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NO CURB OR
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ROLLED CURB
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GUARD POST PER STD. DWG. W-49
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STREET (TYPICAL)
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24" FROM PROPERTY LINE, EDGE OF PAVEMENT OR EDGE OF RIGHT-OF-WAY
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AIR & VACUUM VALVE ENCLOSURE (TYPICAL) PER STD. DWG. W-21A, B & C
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ALTERNATE LOCATION SEE NOTE 3
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COLD JOINT STRIP
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SEE NOTE 6
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P.U.E.
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R/W
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SIDEWALK
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(TYPICAL)
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CURB
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(TYPICAL)
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EASEMENT
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24" FROM PROPERTY LINE, EDGE OF PAVEMENT OR EDGE OF RIGHT-OF-WAY
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48" CLR. MIN.
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P.U.E.
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P.U.E.
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LIGHT POLE/
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(OBSTRUCTION)
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%%UPLAN VIEW (SEE NOTES NO. 6 & 7)
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AIR & VACUUM VALVE ENCLOSURE (TYPICAL) PER STD. DWG. W-21A, B & C
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SIDEWALK
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SIDEWALK
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CURB &
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GUTTER
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EDGE OF PAVEMENT
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%%UNOTES
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1. REFER TO SECTION 33 12 18 OF THE SPECIFICATIONS.
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2. GUARD POSTS SHALL BE INSTALLED AS CALLED FOR ON THE PLANS OR AS
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DIRECTED BY THE ENGINEER.
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3. EASEMENTS ARE REQUIRED WHEN LOCATED OUTSIDE PUBLIC RIGHT-OF-WAY.
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4. THE ENCLOSURE SHALL BE DESERT TAN FOR DOMESTIC WATER AND PURPLE FOR
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NON-POTABLE AND SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST.
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5. IF THE CONCRETE SLAB IS TO BE INSTALLED ADJACENT TO A CONCRETE SIDEWALK
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A COLD JOINT STRIP SHALL BE INSTALLED.
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6. ENCLOSURES LOCATIONS SHALL COMPLY WITH ADA PEDESTRIAN ACCESS AND
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MAINTAIN A MINIMUM UNOBSTRUCTED CLEAR WIDTH OF 48".
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7. WITH PRIOR CVWD APPROVAL THE ENCLOSURE, CONCRETE SLAB AND VALVE MAY
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BE TURNED 90° TO THE ROADWAY.
VALVE ENCLOSURE LOCATIONSALTERNATIVE 1" AND 2" AIR & VACUUM
W-22BDRAWING NUMBER:Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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STEEL POST
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STREET
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TYPICAL
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OR EDGE OF RIGHT OF WAY
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LINE, EDGE OF PAVEMENT
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24" FROM PROPERTY
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NO CURB OR
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ROLLED CURB
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WITH CURB
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NO SIDEWALK
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NON-CONTIGUOUS
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SIDEWALK
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CONTIGUOUS
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SIDEWALK
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LEGEND ON PLANS
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INDICATE SIZE
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AIR & VACUUM VALVE ENCLOSURE
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(TYPICAL) SEE NOTE 3
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CONCRETE PAD
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TYPICAL
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ALTERNATE LOCATION
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SIDEWALK (TYPICAL)
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COLD JOINT
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STRIP SEE
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NOTE 6
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CURB TYP.
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SEE NOTE 2
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%%UNOTES
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1. THIS CONFIGURATION IS ALTERNATIVE AND CAN ONLY BE USED AS SHOWN ON
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PLANS OR AS DIRECTED BY ENGINEER
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2. COMBINATION AIR RELEASE & AIR/VACUUM TO BE CONSTRICTED AS SHOWN ON
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W-21 WITH THE ADDITION OF A 90° BRONZE COMPRESSION ELL LOCATED UNDER
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CONCRETE SLAB ADJACENT TO BALL VALVE
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3. REFER TO SECTION 33 11 13 OF THE SPECIFICATIONS
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4. PROTECTION POSTS SHALL BE INSTALLED AS CALLED FOR ON THE PLANS OR AS
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DIRECTED BY THE ENGINEER
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5. AS EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF ENCLOSURE
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6. THE ENCLOSURE SHALL BE DESERT TAN AS MANUFACTURED IN ACCORDANCE WITH
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THE APPROVED MATERIALS LIST
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7. ENCLOSURES INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED
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AS DIRECTED BY THE ENGINEER
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8. IF THE CONCRETE SLAB IS TO BE INSTALLED ADJACENT TO A CONCRETE SIDEWALK
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A COLD JOINT STRIP SHALL BE INSTALLED
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9. AIR & VACUUM VALVES & APPURTENANCES INSTALLED FOR THE USE OF
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RECYCLED WATER SHALL BE IDENTIFIED AS DIRECTED BY THE ENGINEER.
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10. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST.
LOCATIONS AT SIPHONSAIR RELEASE & AIR/VACUUM INSTALLATION
W-22CDRAWING NUMBER:Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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PAVEMENT SURFACE
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PAVEMENT GRADE
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UTILITY
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1
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POSITIVE SLOPE
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1
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PAVEMENT SURFACE
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PAVEMENT GRADE
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UTILITY
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1. PRIOR SWRCB APPROVAL IS REQUIRED OF ALL DOMESTIC WATER SIPHON UNDERCROSSING PRIOR SWRCB APPROVAL IS REQUIRED OF ALL DOMESTIC WATER SIPHON UNDERCROSSING PER CCR, TITLE 22 SECTION 64572(d) & (h), SIPHONS SHALL ONLY BE PROPOSED IN RARE CASES AND WILL NEED CVWD APPROVAL PRIOR TO SUBMITTAL. 2. FOR PIPELINE SEPARATION SEE STANDARD DRAWING NO'S. W-1 AND W-2. FOR PIPELINE SEPARATION SEE STANDARD DRAWING NO'S. W-1 AND W-2. 3. SIPHONS SHALL BE CONSTRUCTED WITH RESTRAINED JOINTS AND SHALL BE DESIGNATED SIPHONS SHALL BE CONSTRUCTED WITH RESTRAINED JOINTS AND SHALL BE DESIGNATED ON THE PLANS (SEE RESTRAINED JOINT GUIDELINE). 4. AIR RELEASE AND AIR/VACUUM VALVES SHALL BE LOCATED AT SIPHONS WHERE AIR AIR RELEASE AND AIR/VACUUM VALVES SHALL BE LOCATED AT SIPHONS WHERE AIR POCKETS MAY FORM.
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%%UNOTES:
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AIR/VAC
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AIR/VAC
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POSITIVE SLOPE
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NEGATIVE SLOPE
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POSITIVE SLOPE
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POSITIVE SLOPE
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POSITIVE SLOPE
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POSITIVE SLOPE
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POSITIVE SLOPE
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POSITIVE SLOPE
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NEGATIVE SLOPE
INSTALLATION DETAIL OF 4" OR 6" BLOWOFF ASSEMBLY
W-23DRAWING NUMBER:
BLOWOFF TO STREETApproval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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DRAWING W-17.
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INSTALLATION SEE STD.
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IF CONCRETE CURBS ARE NOT INSTALLED LOCATE
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FOR VALVE OPERATOR WELL
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BLOWOFF 3'-0" FROM E.P.
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%%UNOTE:
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%%UNOTE:
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2
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1
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7
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7
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5
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4
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2
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3
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2
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6
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ITEM
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NO.
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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1
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2
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3
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4
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1
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1
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5
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1
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4" OR 6" X REQUIRED LENGTH PIPE
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GALVANIZED MALLEABLE IRON,
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8" VALVE OPERATOR WELL & CAP
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4" OR 6" X 90%%D BEND
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4" OR 6" FLANGED GATE VALVE
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THREADED ON ENDS
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FLANGED
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1
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2
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6
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1
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MAIN SIZE X 4" OR 6" TEE
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4" OR 6" COMPANION FLANGE
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VALVE OPERATOR WELL & CAP
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1
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7
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INSIDE I.P.T.
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GALVANIZED MALLEABLE IRON,
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SEE STD. DRAWING W-17 & W-18
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PER STD. DWG W-17 & W-18
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CONCRETE BLOCK
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GROUT WELL INTO
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4' MIN.
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3' MIN.
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12"
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10" MIN
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2" MIN
DETAIL OF SLOPE PROTECTION
W-26/S-26DRAWING NUMBER:Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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6" CLR.
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BACKFILL
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WATER MAIN
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TRENCH BOTTOM
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6" MIN.
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SURFACE SLOPE PROTECTION
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CUT OFF WALL
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1'
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1'
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TRENCH
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WIDTH
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TRENCH
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DEPTH
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6" CLR.
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3'-0" MAX.
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TRENCH BOTTOM
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CUT OFF WALL
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BACKFILL
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WATER MAIN
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6" CLR.
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8" MIN.
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VARIABLE DEPENDING ON GRADE
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36"
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A
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A
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8"
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A
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A
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%%USLOPE PROTECTION FOR
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%%UGRADES OVER 50%%%
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%%USECTION A-A
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%%USLOPE PROTECTION FOR
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%%UGRADES 15%%% TO 50%%%
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INSTALL 6" SQ. NO. 10 W.W.
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INSTALL #4 REBAR @ 8" O.C. VERT. & HORIZ.
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CUT OFF WALL
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2"
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4"
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4"
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INSTALL #4
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REBAR @ 8" O.C.
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VERT. & HORIZ.
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4"
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10'-0"
W-27/S-38DRAWING NUMBER:
UTILITY MARKER POST
CALL
BEFORE
DIGGING
(760) 398-2651
CVWD
C
A
U
T
I
O
N
w
A
T
E
R
10'
OFFSET
P
I
P
E
L
I
N
E
10'
OFFSET
A
V
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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%%UNOTES:
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CALL BEFORE DIGGING (HORIZONTAL ALIGNMENT)
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CVWD (760) 398-2651 (HORIZONTAL ALIGNMENT)
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60"
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3"
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6
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12"
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6"
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8
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CONCRETE FOOTING 12" DIA. (OPTIONAL)
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7
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9
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1
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2
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3
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4
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5
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FINISHED GRADE
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FACILITY TYPE ID (3-INCH LETTERS VERT.)
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%%ULEGEND
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BO = BLOW-OFF
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AV = AIR-VAC RELIEF VALVE
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GV = GATE VALVE
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PV = PRESSURE REGULATOR VALVE
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LV = LINE VALVE
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MH = MANHOLE
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CP = CATHODIC PROTECTION
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UTILITY MARKER POST COLOR
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DOMESTIC WATER = BLUE
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SEWER = GREEN
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NON-POTABLE = PURPLE
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REFLECTIVE SHEETING SHALL BE HIGH INTENSITY
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GRADE AND 3-INCHES WIDE.
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INSTALLATION DEPTH PER MANUFACTURERS
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RECOMMENDATIONS.
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CVWD LOGO
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BRASS TAG 1-INCH MIN. DIA. STAMPED AS SHOWN
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WITH DISTANCE IN FEET, THE WORD "OFFSET" AND
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DIRECTION ARROW POINTING IN DIRECTION OF
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OFFSET. TO BE SECURED WITH ALUMINUM POP RIVET
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UTILITY MARKER LEGENDS
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%%UDOMESTIC WATER (VERTICAL ALIGNMENT)
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"CAUTION WATER PIPELINE"
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%%UNON-POTABLE WATER (VERTICAL ALIGNMENT)
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"CAUTION NON-POTABLE WATER"
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%%USEWER (VERTICAL ALIGNMENT)
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"CAUTION SEWER PIPELINE"
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AND WASHER.
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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12"
W-30DRAWING NUMBER:
DETAIL OF 4" OR 6" DETECTOR CHECKWITH BY-PASS METER INSTALLATION
FOR DUCTILE IRON PIPE
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-30.dwg 03/05/19 10:31 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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4
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3
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5
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11
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9
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8
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7
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10
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6
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1
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2
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HOSE BIB
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HOSE BIB
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1
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9
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2'-6" X 4'-0" UTILITY BOX W/4" WALLS.
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4" OR 6" DETECTOR CHECK W/BY-PASS METER.
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1
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1
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1
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1
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5
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6
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7
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8
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1
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1
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1
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4
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3
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1
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REMARKS
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SIZE AND DESCRIPTION
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REQ.
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NO.
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NO.
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ITEM
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1
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10
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SPECIFICATIONS
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MATERIAL
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2'-6" X 4'-0" UTILITY BOX TOP SECTION.
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2'-6" X 4'-0" UTILITY BOX COVER.
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4" OR 6" X REQUIRED LENGTH DUCTILE IRON PIPE.
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4" OR 6" GATE VALVE, FLANGED
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VALVE OPERATOR WELL
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GATE WELL CAP VALVE OPERATOR WELL CAP
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MAIN SIZE X 6" OR 4" TEE
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CVWD APPROVED
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CVWD INSTALLED
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CVWD APPROVED
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CAST IRON
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SEE STD. DWG. W-17
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SEE STD. DWG. W-18
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4" OR 6" ADAPTER, FLANGED BY "TYTON" OR M.J.
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1
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2
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DUCTILE IRON
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RESTRAINED
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JOINT
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RESTRAINED
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JOINT
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RESTRAINED
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JOINT
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DUCTILE IRON
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DUCTILE IRON
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SEE MATERIALS LIST
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SEE MATERIALS LIST
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SEE MATERIALS LIST
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1
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11
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8" x 8" HINGED METER READING LID
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%%USECTION A-A
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%%UPLAN VIEW
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A
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A
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18"
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36"
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NON-SHRINK GROUT (TYP)
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3/4" GRAVEL
W-31BDRAWING NUMBER:
DETAIL OF 8" DETECTOR CHECK
FOR DUCTILE IRON PIPEWITH BY-PASS METER INSTALLATION
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-31B.dwg 03/05/19 10:31 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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1
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9
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3'-0" X 5'-0" UTILITY BOX W/4 1/2" WALLS.
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8" DETECTOR CHECK W/BY-PASS METER.
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1
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1
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1
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1
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5
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6
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7
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8
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1
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1
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1
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4
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3
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1
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REMARKS
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SIZE AND DESCRIPTION
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REQ.
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NO.
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NO.
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ITEM
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1
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10
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SPECIFICATIONS
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MATERIAL
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3'-0" X 5'-0" UTILITY BOX TOP SECTION.
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3'-0" X 5'-0" UTILITY BOX COVER.
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8" X REQUIRED LENGTH DUCTILE IRON PIPE.
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8" GATE VALVE, FLANGED
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VALVE OPERATOR WELL
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VALVE OPERATOR WELL CAP
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MAIN SIZE X 8" TEE
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CVWD APPROVED
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CVWD INSTALLED
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CVWD APPROVED
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CAST IRON
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SEE STD. DWG. W-17
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SEE STD. DWG. W-18
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8" ADAPTER, FLANGED BY "TYTON" OR M.J.
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1
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2
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DUCTILE IRON
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RESTRAINED JOINT
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DUCTILE IRON
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DUCTILE IRON
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SEE MATERIALS LIST
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SEE MATERIALS LIST
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SEE MATERIALS LIST
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1
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11
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8" X 8" HINGED METER READING LID
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4
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3
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5
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11
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9
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1
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2
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HOSE BIB
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8
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7
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10
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6
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%%USECTION A-A
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%%UPLAN VIEW
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HOSE BIB
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A
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A
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RESTRAINED JOINT
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RESTRAINED JOINT
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18"
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36"
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3/4" GRAVEL
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NON-SHRINK GROUT (TYP)
W-32DRAWING NUMBER:
TEMPORARY BACTERIA-SAMPLE RISER DETAIL
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-32.dwg 03/05/19 10:32 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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GALV. 90%%D BEND
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1'-0"
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THREADLESS HOSE BIB
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REQUIRED LENGTH GALV. RISER
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EXISTING GRADE
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NOTE:
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1'-0" ABOVE TOP
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OF METER BOX
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OR EXISTING
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GRADE
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1" SERVICE
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(ANGEL METER STOP)
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GALV.
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STL. "L"
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REDUCER
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TO MAIN
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%%UNOTE:
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THREADLESS HOSE BIB TO BE FACING DOWN FOR
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SAMPLE COLLECTION
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CONTRACTOR TO TURN ANGLE METER
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STOP TO ON POSITION AFTER
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INSTALLATION OF SAMPLE RISER
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METER BOX WHERE
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OCCURS
W-33ADRAWING NUMBER:
DETAIL OF WET BARREL TYPE FIRE HYDRANTINSTALLATION ADJACENT TO SIDEWALK
OR CURB FOR DUCTILE IRON PIPE
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-33A.dwg 03/05/19 10:32 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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%%UNOTE:%%U
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RISER BREAK-OFF LINE JUST
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ABOVE FINAL GRADE AS ESTABLISHED
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ROLLED
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VERTICAL CURB
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SIDEWALK
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FOR VALVE OPERATOR WELL INSTALLATION
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SEE STANDARD DRAWING W-17.
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CLEAR
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1'-0"
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UNIMPROVED
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SURFACE
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VARIES
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INSTALLED
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END OF CURVE
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120%%D
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SIDEWALK
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CURB FACE
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STREET
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C
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L
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CURB OR SIDEWALK
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ITEM
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NO.
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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1
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1
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2+
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6" X NO. OF JOINTS AS REQUIRED
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6-HOLE
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6" FIRE HYDRANT
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GATE VALVE, FLANGED
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VALVE OPERATOR WELL & CAP
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6" "TYTON" RESTRAINING GASKET OR MECHANICAL JOINT
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1
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1+
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1
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MAIN SIZE X 6" TEE
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6" X REQUIRED LENGTH RISER
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1
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6" POSITIVE BREAK-OFF VALVE ASSEMBLY (FLANGE)
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1
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6" 90%%D BURY, "TYTON" OR M.J. X FLANGED
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1
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1
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1
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6" FLANGED C.I. BREAK-OFF RISER - 6" LONG
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3' X 3' X 6" CONCRETE PAD
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RESTRAINING GLAND
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D.I.P. V-BIO POLYETHYLENE WRAPPED
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SEE STANDARD DRAWING W-17
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6-HOLE
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CLASS 520-C-2500
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D.I.P.
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FLANGED (8-HOLE) D.I.P.
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8-HOLE X 6-HOLE
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6
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2
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2
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5
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5
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4
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3
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4
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8
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9
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10
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11
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12
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1
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7
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1'-6" NO SIDEWALK
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1'-6"
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6'-0"
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3
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2
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1
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4
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5
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6
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7
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8
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9
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10
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11
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THRUST BLOCKING
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12
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SEE STANDARD DRAWING W-19
W-34ADRAWING NUMBER:
DETAIL OF WET BARREL TYPE FIRE HYDRANTINSTALLATION UNIMPROVED STREET
FOR DUCTILE IRON PIPE
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-34A.dwg 03/05/19 10:32 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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STREET
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C
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L
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E.R.
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PROPERTY LINE
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FOR VALVE OPERATOR WELL INSTALLATION
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SEE STANDARD DRAWING W-17.
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4
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4
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6
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2
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3
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9
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5
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5
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10
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12
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8
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11
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1
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7
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SEE NOTE
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CLEAR
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1'-0"
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2
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%%UNOTE:
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ITEM
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NO.
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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1
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1
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2+
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6" X NO. OF JOINTS AS REQUIRED
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6-HOLE
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6" FIRE HYDRANT
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GATE VALVE, FLANGED
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VALVE OPERATOR WELL & CAP
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6" "TYTON" RESTRAINING GASKET OR MECHANICAL JOINT
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1
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1+
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1
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MAIN SIZE X 6" TEE
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6" X REQUIRED LENGTH RISER
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1
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6" POSITIVE BREAK-OFF VALVE ASSEMBLY (FLANGE)
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1
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6" 90%%D BURY, "TYTON" OR M.J. X FLANGED
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1
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1
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1
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6" FLANGED C.I. BREAK-OFF RISER - 6" LONG
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3' X 3' X 6" CONCRETE PAD
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RESTRAINING GLAND
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SEE STANDARD DRAWING W-17.
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6-HOLE
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CLASS 520-C-2500
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D.I.P.
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FLANGED (8-HOLE) D.I.P.
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8-HOLE X 6-HOLE
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END OF CURVE
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120%%D
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6'-0"
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RISER BREAK-OFF
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LINE JUST
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ABOVE FINAL GRADE
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AS ESTABLISHED
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CURB OR SIDEWALK
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%%UNOTE:
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IF CONCRETE CURBS ARE NOT
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INSTALLED, LOCATE FIRE
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HYDRANT 1'-6" FROM
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PROPERTY LINE. MAINTAIN 12"
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CLEAR AROUND HYDRANT.
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WHERE STREETS ARE IMPROVED
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WITH BERM, LOCATE FIRE
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HYDRANT 1'-6" FROM BERM
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3
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2
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1
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4
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5
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6
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7
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8
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9
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10
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11
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12
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D.I.P. V-BIO POLYETHYLENE WRAPPED
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THRUST BLOCKING
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SEE STANDARD DRAWING W-19
W-36ADRAWING NUMBER:
CP TEST STATION DETAIL
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-36A.dwg 03/05/19 10:32 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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3" SCH 40 RIGID PVC CONDUIT
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TINKER & RASOR
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TEST STATION
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MODEL NO. T-3
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2'X2'X2' CONC. PAD
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CASING
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CASING
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ANODE
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3" SCH 40 RIGID PVC CONDUIT
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TINKER & RASOR
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TEST STATION
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MODEL NO. T-3
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0.01 OHM SHUNT
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"FORWARD VOLTAGE DROP
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DIODE" WITH 30 AMP RATING
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AND 0.5 VOLT DROP.
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WIRE LABEL (TYP.)
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#6 AWG HMWPE
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#6 AWG HMWPE STRUCTURE LEAD
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#4 AWG HMWPE
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ANODE LEAD
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TEST LEAD
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NTS
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%%UTEST STATION WIRING
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NTS
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%%UTEST STATION
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%%UCATHODIC PROTECTION
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%%UABOVE GROUND
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CVWD FORCES TO
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CONSTRUCT AND INSTALL
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24"
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48" ±1"
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COVER
W-36BDRAWING NUMBER:
WIRE LABELING IDENTIFICATION
·
·
·
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-36B.dwg 03/05/19 10:32 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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NAME-SIZE-MATL
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TYPE OF INSTALL
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STATION
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1. CABLES SHALL BE TAGGED USING TIMES CABLES SHALL BE TAGGED USING TIMES ROMAN 10 POINT FONT IN THE FOLLOWING ORDER: NAME OF FACILITY-SIZE-PIPE-MATERIAL TYPE OF INSTALLATION SURVEY STATION
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NAME-SIZE-MATL
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TYPE OF INSTALL
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STATION
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FONT & SIZE,
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SEE NOTE 1
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CVWD-42"-STEEL
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CASING
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15+23
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LABLE EXAMPLE
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%%UNOTES:
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1"
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2"
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12"
W-36CDRAWING NUMBER:
DETAIL OF CATHODIC PROTECTIONTEST STATION-IMPROVED AREAS
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-36C.dwg 03/05/19 10:33 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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REMOVE SLAG FROM CONNECTION
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STEP 1
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GRAPHITE COVER
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STARTING POWDER
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METAL POWDER
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METAL DISC
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GRAPHITE MOLD
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CABLE
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HANDLE
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STEP 2
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STEP 4
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STEP 5
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STEP 6
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STEP 3
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BITIMINOUS CAP
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TO TEST STATION
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18" SLACK (TYP)
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EXOTHERMIC WELD (TYP)
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AS SHOWN ON
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CONSTRUCTION PLANS
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METAL CASING
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CARRIER PIPE
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2'-0" (MIN.)
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1'-0"
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(MIN.)
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CAUTION CAUTION CAUTION CAUTION
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BURIED CATHODIC PROTECTION LINE BELOW - BURIED CATHODIC PROTECTION
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GRADE LEVEL
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INSTALL CAUTION TAPE
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EXOTHERMIC WELDING OF CABLES AND COATING OF WELDING NTS
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%%UAT GRADE CATHODIC PROTECTION
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%%UTEST STATION INSTALLATION
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NTS
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1. WELDER SHOWN IS FOR HORIZONTAL SURFACES. FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED.
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2. ALL WIRE WELDS SHALL BE MINIMUM 6 INCHES APART.
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3. REMOVE EXISTING COATING AS REQUIRED FROM PIPE TO FACILITATE INSTALLATION. CLEAN STEEL BY WIRE
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BRUSH METHOD AND GRIND TO BRIGHT METAL PRIOR TO WELDING. INSTALL WIRES USING THE EXOTHERMIC
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WELDING PROCESS.
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4. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN
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ELASTOMERIC WELD CAP AND RESTORE COATING IN ACCORDANCE WITH SPECIFICATIONS.
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APPLY 2 COATS PRIMER AND
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COVER CONNECTION WITH
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PRE-FORMED WELD CAP
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HOLD WELDER FIRMLY WITH
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OPENING AWAY FROM OPERATION
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AND IGNITE STARTING POWDER
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STRIP INSULATION
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FROM WIRE
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FILE SURFACE TO
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BRIGHT METAL
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AND CLEAN
W-36DDRAWING NUMBER:
PIPE CASING CATHODIC PROTECTION
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-36D.dwg 03/05/19 10:33 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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MAGNESIUM ANODES
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ON COMMON HEADER CABLE EACH
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END OF CASING
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SEE CONTRACT DOCUMENTS
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FOR SIZE AND QUANTITY
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FUSION BONDED EPOXY
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STEEL CASING
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EXOTHERMIC WELDS PER
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ABOVE GRADE
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TEST STATION
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2" MIN.
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CVWD MARKER
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POST
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ROUTE MAG. ANODE HEADER
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CABLE TO TEST STATION
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%%UNOTES:
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WATER LINE
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STD. DRAWING W-36B
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SEE STD. DWG. W-364
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6"
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3"
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3"
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6"
W-38DRAWING NUMBER:
DETAIL OF 10" DETECTOR CHECK WITH BY-PASSMETER INSTALLATION
FOR DUCTILE IRON PIPE
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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HOSE BIB
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HOSE BIB
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%%USECTION A-A
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%%UPLAN VIEW
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A
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A
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5
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11
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9
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4
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3
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8
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7
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10
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6
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1
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2
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1
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7'-6" X 4'-0" UTILITY BOX W/ 6" WALLS.
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10" DETECTOR CHECK W/BY-PASS METER.
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1
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1
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1
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1
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1
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1
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1
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REMARKS
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SIZE AND DESCRIPTION
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REQ.
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NO.
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NO.
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ITEM
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1
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SPECIFICATIONS
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MATERIAL
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7'-6" X 4'-0" UTILITY BOX TOP SECTION.
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7'-6" X 4'-0" UTILITY BOX COVER.
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12" X REQUIRED LENGTH DUCTILE IRON PIPE.
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12" GATE VALVE, FLANGED
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VALVE WELL
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VALVE WELL CAP
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MAIN SIZE X 12" TEE
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CVWD APPROVED
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CVWD INSTALLED
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CVWD APPROVED
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SEE STD. DWG. W-17
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SEE STD. DWG. W-18
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12"X10" REDUCING ADAPTER, FLANGED BY "TYTON" OR M.J.
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1
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DUCTILE IRON
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RESTRAINED
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RESTRAINED
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RESTRAINED
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DUCTILE IRON
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DUCTILE IRON
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SEE MATERIALS LIST
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1
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8" X 8" HINGED METER READING LID
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18"
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36"
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3/4" GRAVEL
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NON-SHRINK GROUT (TYP)
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3
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2
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1
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4
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5
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6
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7
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8
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9
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10
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W-39DRAWING NUMBER:
TYPICAL DETAIL OF INDIVIDUAL 1" PRESSUREREDUCING VALVE INSTALLATION
SEE STANDARD DRAWING
W-7, W-9, AND W-11
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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DISTRICT
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RESPONSIBILITY
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CUSTOMER
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RESPONSIBILITY
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TO HOME
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NOTE: PRESSURE REDUCING VALVE TO
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BE CENTERED IN 10" IRRIGATION BOX
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1
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2
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3
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ITEM
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NO.
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NO.
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REQ.
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SIZE AND DESCRIPTION
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REMARKS
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1" PRESSURE REDUCING VALVE
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1
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SERVICE LINE
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1
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1
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10" IRRIGATION VALVE BOX
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NOT MAINTAINED
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BY CVWD
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2
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3
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2
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1
W-40DRAWING NUMBER:
STANDARD CASING
DOMESTIC WATER MAINSFOR
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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INSULATOR RING
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15%%d
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15%%d
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STEEL SPACER SEE SPECIFICATIONS
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0" OFFSET NOMINAL,
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30%%d
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45%%d
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45%%d
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30%%d
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30%%d
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1" MAX
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CASING AND
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CARRIER PIPE
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L
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C
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STEEL CASING
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NOTE 1 & 2
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24"
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CASING
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DIAMETER
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* BORES LONGER THAN 150 FEET. BORES LONGER THAN 150 FEET. ** BORES 150 FEET IN LENGTH AND SHORTER.BORES 150 FEET IN LENGTH AND SHORTER.
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36"
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42"
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PIPE DIAMETER
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CARRIER
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8"
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12"
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18"
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24"
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42"
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36"
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30"
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66"
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72"
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18"
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54"
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3/8"
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3/8"
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CASING*
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THICKNESS
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1/2"
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3/4"
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CASING**
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THICKNESS
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1/2"
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3/4"
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3/4"
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3/4"
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1/2"
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3/4"
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3/4"
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3/8"
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RESTRAIN JOINTS, SEE PLAN & PROFILE SHEET
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8'-0" O.C. TYP.
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GROUT FITTING
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EQ. SPACING
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MAX
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EACH
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END
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TYP.
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4-0" MAX STAGGERED SEE DETAIL
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MAX
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MAX
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MAX
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L
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C
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1'-6"
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NOTE 5
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1'-0"
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4'-0"
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3'-0"
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8'-0"
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8'-0" MAX
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4'-0"
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BACKFILL WITH BLOWN
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SAND, SEE NOTE 3
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NOTES 1 USE BENTONITE AS REQUIRED TO REDUCE JACKING FORCE. USE BENTONITE AS REQUIRED TO REDUCE JACKING FORCE. 2 36" AND LARGER CASINGS, BLOCK INSIDE OF CASING AFTER INSTALLATION AND 36" AND LARGER CASINGS, BLOCK INSIDE OF CASING AFTER INSTALLATION AND GROUT ALL VOIDS OUTSIDE OF CASING. MAXIMUM GROUT PRESSURE = 0.6 X OVERBURDEN PRESSURE. SEE SPECIFICATIONS FOR GROUTING REQUIREMENTS. 3 BACKFILL ANNULAR SPACE BETWEEN CASING AND CARRIER PIPE WITH SAND BACKFILL ANNULAR SPACE BETWEEN CASING AND CARRIER PIPE WITH SAND UNLESS OTHERWISE NOTED ON THE PLANS. SEE SPECIFICATIONS. 4 FOR TYPE, NUMBER, AND SPACING OF CASING RUNNERS, SEE SPECIFICATIONS. FOR TYPE, NUMBER, AND SPACING OF CASING RUNNERS, SEE SPECIFICATIONS. CONTACT CASING RUNNER MANUFACTURER (MAY VARY FROM ILLUSTRATION). 5 PROTECT EXISTING BURIED UTILITIES IN PLACE. SIZE DEPTH, AND LOCATION VARY. PROTECT EXISTING BURIED UTILITIES IN PLACE. SIZE DEPTH, AND LOCATION VARY. 6 CARRIER PIPE SHALL BE TESTED BEFORE CASING IS SEALED BY BRICK AND CARRIER PIPE SHALL BE TESTED BEFORE CASING IS SEALED BY BRICK AND MORTAR BULKHEAD OR RUBBER END SEALS. 7 AFTER THE CARRIER PIPE HAS PASSED TESTING THE CASING ENDS SHALL BE AFTER THE CARRIER PIPE HAS PASSED TESTING THE CASING ENDS SHALL BE SEALED WITH BRICK AND MORTAR BULKHEADS. RUBBER END SEALS MAY BE USED IF NOTED ON THE PLANS AND INCLUDED IN THE SPECIFICATIONS.
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2" NPT STD WT STL PIPE HALF COUPLING
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t
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"t" CASING
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2" NPT THREADED STEEL PLUG WITH RAISED HEAD
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3/8"
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3/8"
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CASING SEAL,
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SEE NOTE 7
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BACKFILL WITH BLOWN
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SAND, SEE NOTE 3
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REINFORCED PLASTIC RUNNER NOTE 4 SEE SPECIFICATIONS
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CLEAR MIN
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SEE NOTES
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GROUT FITTING
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GROUT FITTING SEE
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%%UCASING GROUT CONNECTION
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DETAIL
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1 & 2
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30%%d
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CASING SEAL, SEE NOTE 7
W-41DRAWING NUMBER:
INLET FOR BLOW-OFF WATER AT WELL SITES(GRAVITY FLOW ONLY)
A A
PLAN
DETAIL "B"
SECTION "A-A"
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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GRATE
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RODDED END
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PUNCH 1" HOLE
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IN PIPE TO
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RECEIVE LUG
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L 3"x2 "x "12"x "38"
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LUG "x1 "34"x1 "12"
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14" CLEAR
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3"x " BARS12" BARS
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14
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6"
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14
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SEE DETAIL "B"
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6"
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3"
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42" C.M.P.
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EXISTING GRADE
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THICKNESS=0.109"
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NOTES:
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7 OPENINGS
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3' MIN.
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14
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18" C.M.P. MIN.
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1. GRATE AND FRAME SHALL BE GALVANIZED
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1'
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10' MIN. DIA.
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CONCRETE COLLAR
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AROUND INLET
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VARIABLE-V DEPTH AS REQUIRED
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6"
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AT L=12"
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6"
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6" MIN.
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6" MIN.
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3"
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2"
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9"
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5' MIN.
W-42DRAWING NUMBER:
SAMPLE STATION
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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2'
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2'
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6"
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TO MAIN
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ITEM
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NO.
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SIZE AND DESCRIPTION
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REMARKS
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1" ANGLE STOP
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LENGTH DEPENDS ON RUN
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33-S METER BOX
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1 1/4" X 3/4" BRASS BUSHING REDUCER
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3/4" COPPER TUBING
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CEMENT PAD
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PLUMBING INSULATION
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3/8" 316SS GOOSE NECK
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MASTER PADLOCK NO. 2356
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3/4" X 3/8" FURRULE FITTING
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3/4" X 3/4" FERRULE FITTING
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3/4" X 3/4" BRASS BALL VALVE
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STATION CANISTER- BOLTED TO CONCRETE SLAB
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DISTRICT SUPPLIED
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11
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10
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7
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9
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8
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6
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8
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3
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2
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1
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4
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5
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12
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3
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2
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1
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4
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5
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6
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7
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8
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W-43DRAWING NUMBER:
WELL SITE GATES & DETAILS
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-43.dwg 03/05/19 10:34 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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30" x 3/4"
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ROD WITH
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6" HANDLE
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BENT IN
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6" x 3/4"
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PIPE WELDED
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TO DOOR
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FRAME
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DOOR
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FRAME
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4" x 3/4" PIPE BURIED IN
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GROUND FOR RODS TO ENTER
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WHEN GATE IS CLOSED
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CORRUGATED
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SHEETING
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RETAINER
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6" x 6" x 8' SQUARE
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STEEL TUBING GATE
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POSTS (TYP.)
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3' MAN GATE
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TUBING 1" O.D. x 1/2" I.D.
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LOCKING SADDLE:
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SADDLE SWINGS UP
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& DOWN. IT IS LOCKED
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BY MEANS OF THE
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DEVICE SHOWN
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CVWD LOCK
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LOCKING
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PIN
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2" SQ.
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TUBING
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2" SQ.
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TUBING
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SCE OR IID
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LOCK
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WELD TO GATE
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AT THIS POINT
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NOTES: 1. GATES TO OPEN INTO THE WELL GATES TO OPEN INTO THE WELL SITE 2. GATES TO BE PAINTED AN GATES TO BE PAINTED AN APPROVED COLOR BY C.V.W.D. 3. ALL HINGES TO BE 6" x 6" HEAVY ALL HINGES TO BE 6" x 6" HEAVY DUTY (69002) MANUFACTURED BY PATTONS CORP. OR APPROVED EQUAL
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8'
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90"
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86"
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CORRUGATED
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SHEETING
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1" RETAINING STRAP
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WELDED ALL FOUR SIDES &
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BOTH SIDES OF SHEETING
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GATE FRAMES CONSTRUCTED
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OF 11 GAUGE STEEL 2" x 2"
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SQUARE TUBING (TYPICAL)
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BURIED PIPES FOR
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STABILIZER RODS
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(SEE DETAIL)
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2"
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GATE POST ANCHORING
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8'
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MASONRY
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3' MAN
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GATE
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16' "34"
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1" GAP
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WALL
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8'
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MASONRY
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WALL
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1" GAP
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34" GAP
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6" x 6"
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GATE POST
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2" x 2" x " TUBING 18" TUBING GATE FRAME
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INSTALL BARREL BOLT LOCKING DEVICE ON MAN GATE
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SEE LOCKING SADDLE DETAIL BELOW
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%%U3' MAN GATE DETAIL
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%%USTABILIZER ROD DETAIL
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%%UHINGE DETAIL
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%%UTOP VIEW & ELEVATION
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%%UWELL SITE DETAIL
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%%ULOCKING SADDLE
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%%UISOMETRIC VIEW
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%%UGATE DETAIL
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34" GAP
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1" GAP
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3'-6"
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6"
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3'
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3'
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3' MAX.
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GATE POST ANCHORING
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HINGE WELDED TO GATE POST AND GATE FRAME. USE SEAMLESS ROUND TUBING 1" O.D. x " I.D.12" I.D.
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6" x 6" GATE POST
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BLOCK WALL
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HINGE WELDED TO GATE
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POST AND GATE FRAME
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USE SEAMLESS ROUND
W-44DRAWING NUMBER:
STANDARD PIPE GATE ASSEMBLY
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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6" PIPE
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4"
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HASP GOES INTO 6" LOCKING
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POST TO PROTECT LOCK
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FROM VANDALISM
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3" BRACE
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GREASE FITTINGS
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CONCRETE LEVEL
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10"
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2'
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LOCK
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CAP
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CAP
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4" PIPE
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12"
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%%UPIPE GATE ASSEMBLY
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%%UHINGE POST
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%%ULOCKING POST
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3'
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AS REQUIRED, 16' MIN.
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8'-6"
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3"
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3' TYP.
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3'-3"
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1
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2
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" x 1" BAND, WELDED
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AROUND 5" PIPE TO ACT
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AS BUSHING (2 PLACES).
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1 GREASE FITTING AT
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EACH PLACE.
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5" HINGE POST
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CEMENT FILLED
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WELD ON
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COLLAR
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HANDLE NO. 4
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REBAR, BENT &
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WELDED TO
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GATE ARM
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6" LOCK POST
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SEE NOTE 3
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4" SQUARE
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HAND HOLE TO
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REACH LOCK
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3" x 11" x
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1
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2
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"
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LOCKING HASP
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WELDED TO
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GATE ARM
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GENERAL NOTES:
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1. ALL PIPE TO BE AS SHOWN WITH
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1
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4
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" THICK WALLS UNLESS
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OTHERWISE INDICATED AND SURFACED WITH A FIELD APPLIED
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GALVANIZED COATING
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2. SET 5" HINGE POST (AS SHOWN), 6" DIA. GATE POST SLIDES OVER
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5" DIA. CONCRETE FILLED HINGE POST. 5" DIA. HINGE POST CAP IS
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WELDED TO IT AFTER THE HINGE POST IS SET AND GATE IS HUNG.
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3. SET LOCK POST TO MATCH GATE LATCH (AS SHOWN) AND FILL
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LOCK POST WITH CONCRETE TO JUST BELOW SLOT, TO MAINTAIN
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SPACE FOR LOCK. WELD CAP TO TOP OF LOCK POST.
W-45DRAWING NUMBER:
DETAIL OF DOMESTIC WATERBEE PROOF METER READING LID
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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LIFTING NOTCH
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"1116"
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716"
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%%UTOP VIEW
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%%USIDE VIEW
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%%USIDE VIEW
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1 "14"
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1 "516"
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14 "38"
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8 "78"
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1 "14"
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1
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2
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" DIAMETER SHAFT
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1
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8
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" (TYP.)
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1
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8
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" (TYP.)
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LIFTING NOTCH IS
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SEALED AT LID
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BOTTOM
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1
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2
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"
W-46DRAWING NUMBER:
DETAIL OF WELL DESTRUCTION
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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GROUT
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SEE NOTE 5
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F.G.
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F.G.
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CASING
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10.5 SACK
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SLURRY
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SEE NOTE 3
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DEPTH VARIES
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750' - 1300'
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SEE NOTE 4
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%%UWELL DESTRUCTION NOTES:
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1. DESTROY WELL IN ACCORDANCE WITH DWR
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BULLETIN 74-81, WATER WELL STANDARDS
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2. OBTAIN PERMIT FROM RIVERSIDE COUNTY
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HEALTH DEPT.
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3. REMOVE EQUIPMENT AND EXISTING PCC
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PUMP BASE AND SLAB
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4. REMOVE CASING TO A MINUMUM OF 5'
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BELOW GRADE
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5. UTILIZING A TREMIE PIPE, AND BEGINNING
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FROM BOTTOM, FILL CASING TO A
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"MUSHROOM TOP" WITH 10.5 SACK SAND
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GROUT, UNDER DIRECT INSPECTION
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6. IF DEBRIS BLOCKING THE FLOW OF
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GROUT, THE WELL SHALL FIRST BE
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CLEANED WITH A BAILING TOOL
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7. CONTRACTOR SHALL POSSESS A C-57
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LICENSE
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8. BACKFILL EXCAVATION SHALL CONFORM TO
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SAFETY STANDARDS, OSHA, ETC., INCLUDING
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COMPACTION REQUIREMENTS
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9. OTHER PERTINENT PIPING SHALL BE
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PLUGGED OR ABANDONED AS DIRECTED BY
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ENGINEER
W-47DRAWING NUMBER:
6" x 1-2 1/2" TEMPORARY BLOW-OFFEND OF MAIN INSTALLATION
DOMESTIC WATER PIPESApproval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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CURB & GUTTER
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6" DIP
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P
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L
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NOTE:
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CONCRETE THRUST BLOCK PER DRAWINGS W-19 AND W-20
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LINE VALVE
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REDUCER
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1
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4
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5
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ITEM
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NO.
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SIZE AND DESCRIPTION
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NO.
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ITEM
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SIZE AND DESCRIPTION
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FIRE HYDRANT HEAD 4"x1-2 1/2"
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NIPPLE THREADED AT BOTH ENDS
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4" X 15 3/4" LONG GALVANIZED
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COMPANION FLANGE
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6"x4" CAST IRON REDUCER
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6" WET BARREL HYDRANT BURY
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R/W
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2
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F.G.
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F.G.
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6" DIP
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3
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6
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6" STEEL SPOOL FE X FE
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1'-6"
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1. REFER TO SECTION 33 12 17 OF
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THE SPECIFICATIONS.
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2. WHEN NO CURB OR SIDEWALK IS
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PROPOSED BLOW-OFF IS TO BE
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PLACED 1'-6" INSIDE THE ROADWAY
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RIGHT-OF-WAY.
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3. TEMPORARY BLOW-OFF ASSEMBLIES
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SHALL BE LOCATED AS SHOWN ON
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THE PLANS AND SHALL BE LOCATED
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SO NOT TO INTERFERE WITH FUTURE
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IMPROVEMENTS THAT WILL BE
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INSTALLED PRIOR TO THE WATER MAIN
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EXTENSION.
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4. ABOVE GROUND BLOW-OFF ASSEMBLY
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SHALL BE PAINTED CHROME YELLOW.
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NO WATER
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SERVICES LOCATED
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BETWEEN VALVE &
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BLOW-OFF
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BLOW-OFF
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ASSEMBLY
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TRACT BOUNDARY,
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PROPERTY LINE OR
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END OF STREET
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IMPROVEMENTS
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REQUIRED FOR BLOW-OFF
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INSTALLATION BUT NOT A
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PART OF THE BLOW-OFF
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ASSEMBLY
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6" POSITIVE BREAK-OFF VALVE ASSEMBLY (FLANGE)
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3
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2
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1
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4
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5
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6
W-48DRAWING NUMBER:
HYDROSTATIC TESTINGALLOWABLE LEAKAGE CHART FOR TESTING
DOMESTIC WATER PIPES
Hydrostatic Testing Maximum Allowable Leakage per 1,000 feet of Pipeline, Gallons per Hour
System StaticPressure, psi
TestPressure
Nominal Pipe Diameter, in.
6 8 12 18 24 30 36 42
100 or less 150 0.50 0.66 0.99 1.49 1.99 2.48 2.98 3.48110 165 0.52 0.69 1.04 1.56 2.08 2.60 3.12 3.65120 180 0.54 0.73 1.09 1.63 2.18 2.72 3.26 3.81130 195 0.57 0.75 1.13 1.70 2.26 2.83 3.40 3.96140 210 0.59 0.78 1.17 1.76 2.35 2.94 3.52 4.11150 225 0.61 0.81 1.22 1.82 2.43 3.04 3.65 4.26160 240 0.63 0.84 1.26 1.88 2.51 3.14 3.77 4.40170 255 0.65 0.86 1.29 1.94 2.59 3.24 3.88 4.53180 270 0.67 0.89 1.33 2.00 2.66 3.33 4.00 4.66190 285 0.68 0.91 1.37 2.05 2.74 3.42 4.11 4.79200 300 0.70 0.94 1.40 2.11 2.81 3.51 4.21 4.92
SD P148,000L =
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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WHERE:
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NOTE:
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TESTING ALLOWANCE (makeup water), IN GALLONS PER HOUR
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L =
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S =
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D =
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P =
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LENGTH OF PIPE TESTED, FT
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NOMINAL DIAMETER OF PIPE, IN INCHES
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* IF THE PIPELINE CONTAINS SECTIONS OF VARIOUS DIAMETERS THE TESTING ALLOWANCE WILL
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BE BASE ON THE SUM OF THE TESTING ALLOWANCE FOR EACH SIZE.
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1. REFER TO SECTION 33 14 00 OF THE SPECIFICATIONS.
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2. ALLOWABLE LEAKAGE FOR DUCTILE IRON (FLANGED) SHALL BE ZERO.
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3. WHERE ALLOWED BY THE ENGINEERING OR SHOWN ON THE APPROVED APPROVED PLANS
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THE ALLOWABLE LEAKAGE FOR STEEL PIPE (FLANGED OF WELDED) SHALL BE ZERO.
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4. THE FOLLOWING FORMULA SHALL BE USED TO CALCULATE THE ALLOWED LOSS:
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AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST, IN POUNDS PER
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SQUARE INCH (gauge)
W-49DRAWING NUMBER:
GUARD POST DETAIL
Approval Date: Draft 09/18
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J:\Technical Services\CAD PROJECTS\Standard Details\Domestic Water Standard Details\W-49.dwg 03/05/19 10:36 - DH1236
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COACHELLA VALLEY WATER DISTRICT
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CONCRETE FOOTING 12" DIA. X 30" DEEP (TYP.)
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1"
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TYP.
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NOTE:
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36"
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FINISHED GRADE
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60"
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6"
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3"
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3"
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2"
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SEE NOTE 4
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SEE NOTE 2
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6" X 60" BLACK STANDARD PIPE FILLED WITH CONCRETE AND ROUND OVER CONCRETE FOR CAP.
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(SEE NOTE 3)
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1. CONCRETE FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR 90%%% MIN.
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COMPACTED MATERIAL.
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2. PAINT THE POST ABOVE GROUND WITH 2 COATS OF SAFETY YELLOW.
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3. POSTS ARE TO BE EQUALLY SPACED ON EACH SIDE OF OBJECT TO BE PROTECTED WITH
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A MINIMUM OF 3' FROM FIRE HYDRANTS AND 2' FROM AIR-VAC VALVE OR AS SHOWN ON
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THE APPROVED PLANS AND AS DIRECTED BY THE ENGINEER.
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4. THE TOP 8" OF EACH POST SHALL BE WRAPPED WITH TWO BANDS OF 3" WIDE YELLOW
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HIGH INTENSITY REFLECTIVE WARNING TAPE.
W-50DRAWING NUMBER:
DOUBLE CHECK BACKFLOW PREVENTERASSEMBLY FOR SIZES 4" THROUGH 10"
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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FLOW
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12" (MIN.)
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36" (MAX.)
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PRIVATELY
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DISTRICT
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MAINTAINED
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MAINTAINED
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NOTE:
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ITEM
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NO.
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SIZE AND DESCRIPTION
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4" THRU 10" DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY.
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ITEM
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NO.
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FLANGED RESILIENT WEDGE GATE VALVE.
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FLANGED 90%%D BEND DIP.
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FLANGED DUCTILE IRON PIPE.
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ADJUSTABLE PIPE SUPPORT.
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36" WIDE X 4" THICK CONCRETE PAD (LENGTH VARIES).
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CONCRETE THRUST BLOCK PER DRAWINGS W-19 AND W-20.
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POLYETHYLENE ENCASEMENT PER SECTION 33 11 13.
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6. PROTECTIVE CAGES ARE OPTIONAL, AND ARE REQUIRED TO
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MEET CLEARANCE, ACCESS AND DRAINAGE REQUIREMENTS.
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7. THE INSTALLATION OF A DCBP MAY CREATE A CLOSED
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SYSTEM. CONSULT LOCAL PLUMBING CODES FOR PRESSURE
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RELIEF VALVE AND THERMAL EXPANSION REQUIREMENTS.
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8. DCBP ASSEMBLY INSTALLATIONS INCLUDING ALL
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APPURTENANCES FOR THE SUPPLY OF DOMESTIC WATER
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SHALL COMPLY WITH CALIFORNIA LEAD FREE STATUE
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§
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116875.
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1. REFER TO SECTION 33 11 13 OF THE SPECIFICATIONS.
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2. LOCATE DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY
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(DCBP) IN SUCH A MANNER THAT ALLOWS THE DCBP TO BE
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READILY ACCESSIBLE FOR INSPECTION AND REPAIR.
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3. NO OUTLETS, TEES OR CONNECTIONS SHALL BE ALLOWED
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BETWEEN THE METER AND THE DCBP.
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4. POLYETHYLENE ENCASEMENT SHALL BE INSTALLED PER SECTION
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15000 OF THE SPECIFICATIONS.
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5. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS
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LIST.
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2
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3
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8
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7
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4
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2
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1
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3
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4
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6
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7
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8
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9
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10
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10
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9
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12" TYP.
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5
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5
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18" MIN.
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36" MAX
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15
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13
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14
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11
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CURB
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DI BASE 90%%D BEND FLANGED
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DUCTILE IRON PIPE.
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BY-PASS METER (DISTRICT INSTALLED)
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VALVE OPERATOR WELL PER STD. DWG. W-17
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MAIN SIZE X DOUBLE CHECK SIZE, TEE, FLANGED
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GATE VALVE, SIZE PER DOUBLE CHECK SIZE, FLANGED
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VALVE OPERATOR WELL CAP AND FRAME PER STD DWG. W-18
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SIZE AND DESCRIPTION
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3
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2
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1
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4
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5
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6
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7
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8
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11
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10
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9
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12
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13
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14
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15
W-51DRAWING NUMBER:
CHAIN LINK FENCE GATES
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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LEGEND ON PLANS
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%%UGATE LOCK DETAIL
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FASTENER
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FOOTING
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3/8" TRUSS TENSIONER ROD
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7 GA. BOTTOM TENSION WIRE
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GROUND
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NOTE:
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FOOTING DIAMETER = 4 TIMES OUTSIDE DIAMETER OF POST
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5%%P"
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5%%P"
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14" X " STRETCHER 34" STRETCHER BAR (TYP.)
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%%UGATE KEEPER
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PCC GATE STOP W/4-#4 BARS AND GALV. STL. PLUNGER SLEEVE.
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1.660" O.D. GALV. PIPE FOR GATE FRAME
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GATE, END & CORNER POSTS 2.875" O.D.
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1.660" O.D. HORIZONTAL BRACE AT GATES
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ATTACH " GALV. CHAIN TO U BOLT WITH 38" GALV. CHAIN TO U BOLT WITH SNAP CLASP ON OPPOSITE END. CHAIN SHALL BE OF SUFFICIENT LENGTH TO ENCIRCLE GATE FRAME
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CANE PLUNGER ROD
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6"
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12"
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12"
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ATTACH " GALV. CHAIN AT ITS MIDPOINT 38" GALV. CHAIN AT ITS MIDPOINT TO U BOLT. CHAIN SHALL BE OF SUFFICIENT LENGTH TO ENCIRCLE GATE
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8' MAX. (TYP.)
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12"
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18"
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36"
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1. REFER TO SECTION 03 30 00 OF THE
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SPECIFICATIONS.
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2. CHAIN LINK FENCE SHALL CONFORM TO SECTION
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206-6 OF THE STANDARD SPECIFICATIONS FOR
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PUBLIC WORKS CONSTRUCTION UNLESS OTHERWISE
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NOTED IN THE SPECIAL PROVISIONS OR THIS
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STANDARD DRAWING.
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3. THE FOLLOWING ITEMS SHALL ONLY BE INSTALLED
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IF SHOWN ON THE APPROVED PLANS AND/OR
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CALLED FOR IN THE SPECIAL PROVISIONS.
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a. BARBED WIRE
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b. EXTENSION ARM
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c. CONTINUOUS HORIZONTAL TOP RAIL
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4. SEE STANDARD DRAWING W-52 FOR ADDITIONAL
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DETAILS.
W-52DRAWING NUMBER:
CHAIN LINK FENCE
Approval Date: Draft 09/18
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COACHELLA VALLEY WATER DISTRICT
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LEGEND ON PLANS
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LINE POST W/GALV. CAP
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FASTENER
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CORNER OR END POST
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FOOTING
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1 " HORIZONTAL 14" HORIZONTAL BRACE
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3/8" TRUSS TENSIONER ROD
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7 GA. BOTTOM TENSION WIRE
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2-3/8" O.D. LINE POST
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CROWN FOOTING FOR DRAINAGE (TYP.)
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2"
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9"
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10' MAX. (TYP.)
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10' MAX. (TYP.)
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2"
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GROUND
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1. REFER TO SECTION 03 30 00 OF THE SPECIFICATIONS. REFER TO SECTION 03 30 00 OF THE SPECIFICATIONS. 2. CHAIN LINK FENCE SHALL CONFORM TO SECTION 206-6 CHAIN LINK FENCE SHALL CONFORM TO SECTION 206-6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION UNLESS OTHERWISE NOTED IN THE SPECIAL PROVISIONS OR THIS STANDARD DRAWING. 3. THE FOLLOWING ITEMS SHALL ONLY BE INSTALLED IF THE FOLLOWING ITEMS SHALL ONLY BE INSTALLED IF SHOWN ON THE APPROVED PLANS AND/OR CALLED FOR IN THE SPECIAL PROVISIONS. a. BARBED WIRE BARBED WIRE b. EXTENSION ARM EXTENSION ARM c. CONTINUOUS HORIZONTAL TOP RAIL CONTINUOUS HORIZONTAL TOP RAIL 4. SEE STANDARD DRAWING W-51 FOR ADDITIONAL DETAILS.SEE STANDARD DRAWING W-51 FOR ADDITIONAL DETAILS.
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NOTE:
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DEPTH =
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2'-6" FOR 5'HEIGHT OR < 3'-0" FOR 6' HEIGHT AND OVER
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FOOTING DIAMETER = 4 TIMES OUTSIDE DIAMETER OF POST.
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%%UEXTENSION ARM AND BARBED WIRE
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HEIGHT SHOWN
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ON PLANS