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Notes:: Water Line Gate Valve Detail

This document provides details for installing a 150mm diameter valve box, including a concrete collar or pad, square operating cover, tee, and connections to 150mm UPVC piping with elbows or bends. Key specifications include a 600x600mm concrete pad, and markings on the cast iron cover to indicate water.

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0% found this document useful (0 votes)
462 views1 page

Notes:: Water Line Gate Valve Detail

This document provides details for installing a 150mm diameter valve box, including a concrete collar or pad, square operating cover, tee, and connections to 150mm UPVC piping with elbows or bends. Key specifications include a 600x600mm concrete pad, and markings on the cast iron cover to indicate water.

Uploaded by

DJ
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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150 MM. DIA.

VALVE BOX
C
SEE TABLE L
FOR AREA CONCRETE COLLAR ON UNPAVED/
CONCRETE PAD
ASPHALT PAVEMENT

VARIES
2 - 45 UPVC LONG RADIUS
SQUARE OPERATING BEND ( FE x PO )

150 MM. DIA.


LE
AB 600 x 600 MM. UPVC PIPE
E E T REA CONCRETE PAD
S RA 150 MM. DIA.
FO
GATE VALVE
( FE x FE )
HINGED CAST IRON
SEE TABLE TEE COVER MARKED " W "
FOR AREA

90o ELBOW OR BEND

150
VARIABLE ( MIN. 750 MM. )
150 MM. O PVC CLASS 150
PIPE CASING

LE
OFFSETS AND BENDS GATE VALVE TO SUIT
PVC WATER LINE
150 TAB A
E RE
SE R A POUR ALL THRUST BLOCKS
FO CRUSHED ROCK
AGAINST UNDISTURED
REDUCER SOIL ( 12.7 MM. O MAX. ) CONCRETE TRUST ANCHOR BLOCK
ABOVE & AROUND BLOCK
GATE VALVE C
L 150 MM. DIA.SLEEVE
UNION PATENTE TYPE COUPLING
TABLE OF MINIMUM THRUST BLOCK 400 MM. DIA. EXIST.
BEARING AREAS IN SQUARE METER FOR 400 MM. DIA. ACP/C.I. WATER MAIN C.I. ADAPTOR ( FE x FE )
PIPE SIZE 75 MM. to 150 MM. C.I. SPLIT TEE 150 MM. DIA.
( MJ x MJ x FE )
PIPE SIZE TEE & 90 o 45 o 22 1/2 o TRUST BLOCK ON
MM. (IN.) DEAD END BEND BEND BEND 100 MM. O UPVC S E C T I O N UNDISTURBED SOIL ( TYP. )

75 3" 0.07 0.10 0.05 0.04

25
400 MM. DIA. EXIST.
100 4" 0.12 0.15 0.10 0.05 ACP/C.I. WATER MAIN
SAND CUSHION C

150
L
150 6" 0.27 0.30 0.20 0.11
GRAVEL BASE

400 400 MM. DIA.


C.I. SPLIT TEE
( MJ x MJ x FE )

WATER LINE GATE VALVE DETAIL


SCALE : NOT DRAWN TO SCALE
150 MM. DIA.
GATE VALVE
( FE x FE )

C.I. ADAPTOR ( FE x FE )
NOTES : 150 MM. DIA.

150 MM. DIA.


UPVC PIPE
ABOVE AREAS BASED ON AN ASSUMED SOIL BEARING
PRESSURE OF 96 k Pa ( 2000 psf. ).

REDUCE OR INCREASE AREAS PROPORTIONATELY TO


SUIT ACTUAL FIELD CONDITIONS UPON APPROVAL OF
ENGINEER.

CONCRETE FOR THRUST BLOCK SHALL BE 13.8 M. Pa


( 2000 psi. ).
150 MM. DIA.SLEEVE
ALL CONCRETE SHALL BE POURED TO AVOID INTER- TYPE COUPLING
FERENCE WITH JOINTS.

THRUST BLOCKS NOT REQUIRED ON STEEL PIPELINE


WITH WELDED OR FLANGED JOINTS OR ON SOLVENT
WELDED PVC PIPE.
( 0.45 M. MIN. ) / ( 0.60 M. MAX. )
WHERE PIPE CONNECTS TO A FITTING IN A STEEL PIPE-
LINES, THE STEEL PIPELINE SHALL BE BLOCKED AS- DRAINAGE HOSE VALVE
SHOWN HEREON. W/ CAP & CHAIN 75 x 65 MM. O G.I.
REDUCING ELBOW

BEARING AREA AS BASED ON INTERNAL PRESSURE OF


106 M. ( 150 psi. ).

75 MM. O G.I. ( ASTM )


SCH. 40
P L A N
16 MM. O STEEL BAR
LIFTING HANDLE

600
PRE-CAST CONC.
75 MM. O G.I.
COVER INTERCONNECTION DETAIL
COUPLING SCALE : NOT DRAWN TO SCALE
0.20 0.20 0.10 0.30 0.10
W = D + 0.30 PLASTER FINISH
0.15 D 0.15

CONCRETE
BLOCK 100 MM. THK. CHB VALVE
BOX W/ 10 O HOR. WITH
COMPACTED SELECTED
VERTICAL BARS
NATIVE MATERIALS

750 MM. ( MIN. )


BACKFILL
600

75 O GATE VALVE
75 O G.I. PIPE
PVC TO G.I.
ADAPTOR
0.75 MIN.

0.50
150

PROPERTY LINE
PLUG
150

3/4 " O G.I. ELBOW G.I. ELBOW


FOR SINGLE CONN.
100 x 75 MM. O
GRAVEL BEDDING PVC TEE

0.50
WATER MAIN LINE 3/4 " O G.I.
APPROVED SAND HAND 100 MM. O PIPE
PLACED AND TAMPED V A R I A B L E UPVC LINE FIN. GRADE LINE
IN 150 LAYERS
T

0.075 CONC. PAD


SINGLE CONNECTION
D

DETAIL OF FIRE HYDRANT G.I. ELBOW


SCALE : NOT DRAWN TO SCALE
ON ORDINARY SOIL STRAIGHT COUPLING
3/4 " O G.I. TEE FOR ADAPTOR
DOUBLE CONN.

TABLE OF TRENCH DIMENSIONS


Pb TUBING 3/4 " O
INCHES 3" 4" 6" 8" 10" 12"
PIPE SIZE "D"

0.50
CORP. LOCK
MM. .075 .100 .150 .200 .250 .300
3/4 " O G.I. ELBOW C.I. SADDLE CLAMP TO
SUIT KIND OF PIPE
"E" .03 .03 .04 .05 .06 .08

"T" .15 .15 .15 .15 .15 .15


DOUBLE CONNECTION S E C T I O N

TYPICAL TRENCH DETAIL FOR DISTRIBUTION MAINS SERVICE CONNECTION DETAIL


SCALE : NOT DRAWN TO SCALE SCALE : NOT DRAWN TO SCALE

PROJECT TITLE : Republic of the Philippines ARCHITECT / ENGINEER DESIGNED: PLIBARDALOZA CHECKED: RGRAMOS SHEET NO.
MUNICIPALITY OF TIGAON Office of the President
Tigaon, Camarines Sur DRAWN: PLIBARDALOZA DATE:
NATIONAL HOUSING AUTHORITY
CHECKED BY RECOMMENDING APPROVAL SHEET CONTENT District II, VGH, Concepcion Grande, Naga City

REVIEWED BY RECOMMENDING APPROVAL APPROVED BY W-2


TIGAON RESETTLEMENT PROJECT - Phase I WATER DETAILS

DESIGNATION
APPROVED BY REVISIONS DATE:

LOCATION : Engr. CRISTINA A. CABANGON Engr. ALBERT A. PERFECTO MARCELINO P. ESCALADA JR. 7 8
REG No.: DATE: PROJECT MANAGER, DISTRICT II - REGION V ACTING REGIONAL MANAGER, REGION V GENERAL MANAGER, NHA
BRGY. SALVACION, TIGAON, CAMARINES SUR Hon.
MUNICIPAL MAYOR PTR No.: PLACE:

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