1100 Drawings - Watermains

INDBX
DIVISION 1100
WATBRMAINS
NOVEMBBR 25,1989
TBSTD NO.
REV
TITLE
1100.01
GATE VALVE
BOX
1100~02
STANDARD VALVE STEM
1101.01
TYPICAL HYDRANT DETAIL
1102.01
WATER
DETAIL
1103.01
TYPICAL
RISER
1104.01
DEFLECTION OF WATERMAIN UNDER
SEWER
1104.02
TYPICAL WATERMAIN SUPPORT
BRIDGING DISTURBED GROUND
1105.01
WATERMAIN BEDDING DETAIL
1106.01
TYPICAL
INSTALLATION
&
EXTENDABLE VALVE
SERVICE
DEAD-END
&
BOX
CONNECTION
WATERMAIN
RESTRAINER
.LJ - .
r
.6r
. /
~loomm _x IOOmm MARKER - BLUE
/ET TO FINISH GRADE
.
~
y ..Wij~'~
! ~L
1';''''' ~>
r
~~-..0
,
.i
\
~.
o
~
.
)) I~
,.;
~. .
.
'"
I
__ WITH SLIDING
~
MIn1
v ·~
I ·
CANADA VALVE
OARLI NG 55
VALVE BOX
.
.
1.7m MIN.
.
"
I,.,
»~
/i
TYPE~
i\\
~ .
'-14twH TRACER
~_
..
~ ~ ~¥
/
-
J
WIR.E TO PASS VALVEI
(_I
)
)
-+
(
:
jf-_JJ-.f-.-
~ >i '.: ;;\:-u. ~O~
P::~:. ~:: .~: /'1-- 25N~p~1.0CKING
.
. UNDISTURBED
~-r~
~ ....." ......~///
GROUND I
: MECHANICAL JOINTS THROUGHOUT
.
WITH RESTRAINER CLAMPS
REVISIONS
NO.
TOWNSHIP
APft'D DATE
OF ESSA
GATE VALVE
8
EXTENDABLE VALVE BOX
METRIC
ALL
DIN~N'ION'
\1HLUS
OTHIRWlS[
DRAWN
1M
'" ...
HOTED
I
ABA
SCALE . I N.T.S.
APR'O:
c:g:J
DATE
FE.••.".,
I
TESTD
1100.01
\#\lVE BOX SET 10 FINISHED GRADE
I
E
Q
w
,
(j
..
IJ~
II T
'-
h
OOmm SQUARE OPERATING NUT
'-'<LVE STEM EXTENSION 25rnn DIAMETER
~
...-JIC
\#\lVE BOX
..
0- RING
0
I
b'-i
'" ~
""
~
I-
~
\\1M.
~
.+
~
h\
-...T
.r
VALVE
\
-\
(
NOTE:
I. EXTENSION REQUIRED WHEN DISTANCE
. FROM TOP OF 'h\lVE TO FINISHED
. GRADE IS MORE THAN l.50m .
NO.
REVISIONS
TOWNSHIP
APR'D DATE
OF ESSA
. STANDARD VALVE STEM
METRIC
All
DINENSIONS
UNLUS
OTHtRwtSE
IN
....
NOT£D
DRAWN ,_~~_~
APR'D{ikL_
SCALE . ,_~J'~~_. OATE~~.
a
BOX
TESTD
1100.02
CANADA VA,LVE
(2 NOZZLE S
II
*14 TWH TRACER WIRE
CONTINUOUS' WITH \vIM'
TO BE FIXED TO FLANGE
BOLT,
CENTURY!!
(OPENING CO
ET TO FlNISHED\
GRADE
TO 100mm
CANADA VALVE -~~---....
SUDIHG TYPE VALVE BOX
FILTER CLOTH
TERRAFIX 270R
Imllm 10.5m MIN.
, CANADA VALVE DARLING 55 - - ,
100m", GATE VALVE
, WATERMAIN
TEE M. J.
CONC. THRyST
BLOCK (WITH '
0.0. + 0 .6m) TO
UNDIST URBED
GROUND
ONC. BLOCKING
2!1MPa
ALL HYDRANTS ARE SELF DRAINING
UNLESS OTHERWISE SPECIFIED.
CANADA VALVE OR
APPROVED EQUAL.
HORIZONTAL BLOCKING TO COMPLY
WITH , REACTION BLOCKING.
HYDRANT LATERALS SHALL BE DUCTILE
IRON PIPE,CLASS 02.
ALL EXTENTIONS TO HYDRANTS
WHERE REQUIRED SHALL BE
, MADE AT THE BOTTOM FLANGE
NO.
APR-D DATE
REVISIONS
TOWNSHIP
OF
ESSA
TYPICAL HYDRANT DETAI L
METRIC
DRAWN: ASA
APR'D:<;2;:)
ALL
DINEHSIONS
I"
'" '"
UNLESS
OTHERWISE
HOTE:O
SCALE . : N.T.S.
DATE
11iS6'~
TESTD
1101 .01
NOTE·
I.
P'L
19",m OIA. SINGLE, SERVICES AND FITTINGS
,SHALL BE USED THROUGHOUT.
"L
'I
2. 'A ll. CURB· STOPS. ,MAIN .sT~ CORP. ~TTINGS
I
i... -
.,L. . Jr
TO BE f,4UELLER COMPRESSION
T'fP£ 'lTTING$.
CURl ST'OP
0·3m ·
1000m _ 100mm
MARKE~ -BLUE
Ip/L
3. · ALL CURB STOPS: MUELLER HI0283
.....
4.. STAINLESS STEEL SERVICE SADDLi! ~EOUIRED
OH · P.V.Co WATER ..AIN WUELt:ER .H13481
%.5l1li
MIN.
EXIST. LOT GRACE
IW'N
5 . FOR 19m",' TY"E 'K' CO""ER IERVICE.
TO HORIZONTAL
hIIAINSTOP SHALL· IE
AND GO~SENECK SHALL IE VERTICAL.
SANITARY
4e-
SET TO flNISHED
sown
~
SERVICE CONNECTION
6 . APPROVEO CATHODIC PROTECTION
SHALL BE USED WHER~ REQUIRED IY
THE E~OINEER.
MUELLER SAODLE
H13 .. el
STAINLESS· STEEL
CURB
BOX
"
MINIMUM Itmm • TYPE: 'K'
COPPER SERVICIE
HORIZONTAL
GOOSENECK
CNOTE
0'
SAND
rao"n..
~P~. ' GRAN. 8~U.
.
W~TERMAI~~
.
~
+
/
PLAN
~.
VIEW
rl
HORIIllNTAL
~Tl51
GOOS£NECI<
NO.
REVISIONS
TOWNSHIP
APR'D
DATE
OF ESSA
WATER SERVICE
CONNECTION DETAIL
METRIC
AL'L
DIMENSIONS
uNLESS
,
IN
OTHERWIse
1/11/1
NOTED
'3)
DRAWN:A&A
!PI!'D:
ScALE: Nt T. St
DATE ff<..S'=
TESTD
1102.01
I
:
.,4TWH TRACER WIRE-~
CONTINUOUS WITH WIM
TO BE FIXEDTO FLANGE
!IOcr.
E
,
IOOmmllOOmm
MARKER- BLUE
-lOOmmxlOOmm
MARKER - BLUE
'"ci
CAP 10 BE BOLTED
TO FLANGE
SET TO FINISHED
GRADE
E
E
o
FILTER CLOTH
TERRAFIX 270R
OR POLYETHYLENE!
SHEET
CANADA VALVE DARUNGI322
SLIDING TYPE VALVE BOX
o
'"
200mm
CLEAR STONE
Imllm/0.6m
MIN.
CANADA VALliE DARLING 55
GATE VALVE
')j~~
-
__ DRAIN
HOLE IOOmm
ABOVE FLANGE
CONC. THRUST BLOCK
(WITH 0.0. "'0.8111) TO
UNDISTURBED GROUND
MAIN LINE
WATERMAIN
. 0.8m
45°
CONC. BLOCKING 26MPa
NOTES:
I.. HORIZONTAL BLOCKING TO COMPLY
WITH REACTION BLOCKING
2. MECHANICAL JOINTS THROUGHOUT
WITH RESTRAINER CLAMPS .
REVISIONS
NO.
TOWNSHIP
APR'O
OF ESSA
TYPICAL · DEAD-END
WATERMAIN RISER
:A~J.__
,eN. . ·
METRIC
DRAWN
ALL
DINEH910H9
IN
1ft m
UHl,ESS
OTHERW1SE
NOTED
SCALE . :... ~ ..r~S-, ... _ DATE .!~___ ... .
APR'O :...
TESTD
1103.01
DATE
SEWER TO BE Sl.PPCfITEO
~~~
oU')
VERTICAL
BEND
WATERMAIN
_ c:i
,
':.....
••~~.o~o
~TI~L
BEND
lJJ
T
o
""=,...,:9:• .,
··l····
o!.~ •••• :....
•.. ,
g
VARIABLE
NIPPLE
?
COM~CTED
GRClJND
GRANULAR BEDDING
VARIAaE
NIPPLE .
_I
'
~I2LLl2 .
----
~'
......
--:.
....... ..
.~
MECHANICAL JOINT, DUCTILE IRON---..../
RETAINER GLANDS TO BE USED
ON ALL FITTINGS.
/
UNDISTURBED
WATERMAIN
••••
o ... ..a ••
'_: •••
I~I'
COMPACTED GRANULAR BEDDING
VERTI~L BEND
IN)JSTlJRBED GRClJND
IN. LENGTH'O.O OF SEWER
+900
VERTICAL BEND
NOTES
l COMPACTED GRANULAR TO BE PLACED
WATERMAlN.
BETWEEN SEWER
a
2 . ALL MECHANI~Y RESTRAINED JOINTS
TO BE COATED WITH TAPECOAT SEALER
OR EQUIVALENT TO PREVENT CORROSION.
3. ALL BENDS ARE TO BE TIE RODDED AND/
OR RESTRAINER CLAMPED
4.ALL DIMENSIONS IN MIWMETRES EXCEPT
WHERE NOTED.
5. ALL VERTICAL BENDS TO BE MAX. 22 1/20
METRIC
ALL
DIMENSION$
UNLESS
IN
OTHERWise
NO.
REVISIONS
TOWNSHIP
"'PR ' D
OF
DEFLECTION OF WATERMAIN
UNDER SEWER
DRAWN: AlitA
AP,,'b:'D
SCALE: N.T.S.
DATE:fCe_
1/11/1
NOTID
ESSA
TESTD
. 1104. 01
DATE
I-o----------L-----------j
WATERMAIN
2.44m
WEDGES
2.44m MAX.
5O.Bmm x 152.4mm
O.61m cIc
mo
DIMENSIONS OF
ARE
DEPENO€NT ON SOIL CONDITIONS - - - - _ < = = " \
AND ON SIZE OF WATERMAIN.
BRIDGING FOR UNSUPPORTED LENGTH OF WATERMAIN
GREATER THAN 2.44 m
2.44
UNDISTURBED
GROUD
WATERMAIN
50.Bmm x 152.4mm
WEDGES
061 m clc
152.4mm
x 152.4mm
MIN
BRIDGING FOR UNSUPPORTED LENGTH · OF WATERMAIN
GREATER THAN 09lm AND LESS THAN 2.44m
NOTE:
I. MAXIMUM UNSUPPORTED LENGTH
OF WATERMAIN TO BE. O.9Im
2.MAXIMUM UNSUPPORTED LENGTH
OF WATERMAIN BRIDGING TO
BE 2.44m.
3. LATERAL BRACING WILL BE
REQUIRED TO PREVENT LATERAL
MOVEMENT OF TI-'E WATERMAIN.
METRIC
ALL
DIN[N'ION9
IN
1'1'1 III
UNllS$
OTH!RWf9!
NOT! D
REVISIONS
NO.
TOWNSHIP
APR'n nATE
OF ESSA
TYPICAL WATERMAIN SUPPORT
BRIDGING DISTURBED GROUND
,_~~..A__
SCALE . '_I:f.I_$,. __
DRAWN
APR'n
L~_~
DATE !~!_'~?_':
TESTD
1104.02
_. -
(BACKFILL
-
)
i I/f
w
'./
"'"
~I
,
SPECIFIED
AS
·.. .. .. .,. .
... ,.
, .
.
.
·
1... '. ,. . - '.
, .
. . , . . .'. :
· .'.. .. , . . ..
·· .. . .· ..: .' . . . . ' .
'
'
l!:
' t
:I
E
E
"
..
STONE FREE
GRAN. MATERIA'
.
.' .
~:
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,
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ISO ••,,"
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8
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:: .' '.~ .' . : ..
'.·..'.
.. ., .. . . . ..
.
-
,
'.!o
,. ' ,
U.U.
!
t
ISOmm MIN •
IOOmm
MIN.
· MIN.
..
MAXIMUM TRENCH WIDTH
W . OUTSIDE PIPE DIAMETER PLUS .8m
NOTES:
l THIS BEDDING DETAIL SHALL BE APPLICABLE FOR DUCTILE IRON
PI PE AND P.V. C. PIPE .
2. THE SAND BEDDING MATERIAL SHALL BE PLACED AND 'COMPACTED
TO A DEPTH 1S0mm BEFORE THE PIPE IS PLACED IN THE TRENCH.
THE REMAINDER OF THE BEDDING MATERIAL SHALL BE HAND
PLACED ANO TAMPED ISOmm LAYERS TO 300mm ABOVE THE TOP OF
THE PIPE.
'3 THE REMAINDER OF THE BACKFILL MATERIAL ABOVE THE BEDDING
MATERIAL MAY BE MACHINE. PLACED. BUT SHALL BE FREE OF
LARGE STONES AND SHALL BE COMPACTED.
4
FOR ALL TYPES OF PIPE BEING USED AT INTERSECTIONS,
THE TRENCH SHALL BE BACKFILLED TO THE TOP WITH GRANULAR
MATERIAL AND COMA\CTED TO 100-4 OF THE STANDARD
PROCTOR DENSITY.
,
REVISIONS
NO.
TOWNSHIP
,
METRIC
All
eINIlN'IOH'
UHl,[SS
OTH[RW'lS[
'N
....
NOT[D
APR'D DATE
OF ESSA
WATERMAIN BEDDING DETAIL
DRAWN ' AIlA
APRoD
,ea;;)
SCALE . : N. T.S.
DATE
I
f£Br-
TESTD
1105.01
'- - .
7.
-.-B.
L
2.
3.
4.
5.
THRU UNE..c.aNNECTlON ,"tEE
THRU LLNE CONNECTlON,CROSS USED AS TEE
DIRECTION CHANGE, ELBOW
DIRECTION CHANGE VERTICAL, BEND
DIRECTION CHANGE, TEE USED AS ELBOW
PRECAST CONCRETE SLABS
. a.DIRECTlON CHANGE, CROSS USED AS ELBOW
7. THRU LINE CONNECTION, WYE
B. HYDRANT RUN OUT
NOTE: THE FOLLOWING JOINTS MUST BE
RESTRAINED IN ALLAPPLICAllONS
AIBEND-INLET AND OUTLET
B)TEE-OUTLET BRANCH
¢IWYE-OUTLET BRANCH
DICAPS
EIPLUGS
FIALL JOINTS ON HYDRANT RUNOUTS '
NOM.
L-MIN.LENGTH TO BE RESTR.AINED
ON EACH SIDE OF FITTING 1m)
PIPE
SIZE
ELBOWS I degJ
,,1/4
221/2 45
100
1.2
I.B
200
250
300
1.2
L5
2.1
2.7
3.0
L8
METRIC
DIM£N910NS
UNLESS
OTHERWISE.
ALL
""LVES
Tr;r; •
90
DEAD
3.0
4.6
3.4
4.0
4.6
5.2
6.1
7.6
4.3
5.5
6.4
B.8
REVISIONS
NO.
TOWNSHIp · OF ES SA
TYPICAL R.ESTRAINER
INSTALLATION
DRAWN
IN
,"m
NOTED
APR'D DATE
U\flA _
APR'D L ~__
SCALE . U:U~~ _ . DATE !~_~_
TESTD
1106.01