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