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DOUBLE CHECK VALVE ASSEMBLY
N.T.S.
CONCRETE BACI(ING WONG PROCEDURE
A- DETIEBeL
The mxxnt of oanreta required to ondw horizontal
bends, tow, and daod end. end. m the
of the sal. TM in - st mrnaats to
the plot amwside fe dnoen Flgun 1. Tha area
in quaro het of anerofe ahlah mud bow agekrt
the silo of the trend to Aaund by dMdng the
ttrud to Pounds shoas lo Tonle t by Ble sent
h kly_laad of the edl as shown h Tonle 2
B S.p�®6
1. The s6Fq no la far hrhmtd or
2 Hdd!Ttl M the ."Itlrhlada oust be qua
to r leas than i/2 the depth ham the grand
arfaw to the Nod bass.
S The thrust Nod boring for he
apprmdmahly
ttli4. The masreb Noe ehdl be as per APYM
$edRmlim 74-21 .
a i71®0.S
d - Outside Dlmetr of Poe in Fast
T - Thrust In Pound. at the Fitting (Tads 1)
3BL -Soh B.arkrg Load in P"mde/aq. Ft. (Table Tj
h of Trench h Fed
W - of Treneh h Fed
A - Area of Conwsts which mud bear against the
Skis of the Torah in Sic Ft.
Hm - Maximum Hsi of the rust Book In hat
De = m BevF1p Surfaw m Feet
Thrust sleek
Lm = Maxknum ongth d ths Thrust Bled in Fed
GROUND SUFACE
LHm
d
2BASE
-Da
_W
D. fAU% 6MOK_EaLWM
1. Am of Convicts (A) - ThruIn Pounds T
Soh Basrhng Lastad (kn Poudo q. FL --�
T. Maximum Height of Thnet Mod (Hm) - nth of RM2!t 1. Fast 2
2 - 2
d Thenah In Fed) -
S Depth 0 Canodo Thrust Bloch - � Diameter of Pipe In Fast) W-d
2 - �-
4. Maximum Length at Thrust Mack (Lm) - Aroa of Cataracts A
Madmen Haight - Hm
S Required Arrant of Generate (Cu. Yd) - (Height x Depth x length) x 0.03704
= (Hm x Len a Do) x 0.05704
E. EIlIl
1. Emblem:
Cdoulatian of the amount of concrete required to block a Sir bond In an e'
C.I. sector main: the nvmd operating pronouns In the pipe wit Mice psi and the r1
-dBen In the a- bdkmtee rnd and gravel.
2. Sd dlas:
- Maximum tsstsng pro n (Sas Table 1) - 300ppd. - 0.75 n,
M= dlomdr a1 �poo - e.05 In. - 0.05 2
- Ou to Table 1: The testing Pr m2, st 3a0 pd, se ew
that the thrust on a g0' bond Is 21.300 ponds.
I �
0
0
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N Z
- Oa to Table 2 Table 2 ahes the aah bowing load for
Band ond greed: 3,0001be./q. ft.
- Ou to Figuro 1: 4, 1 indenter the pee 5_
d the eanvete fen Nadi Ore Wbed.
- Go to then e the pro)eat and find
depth or trench h 4 feet
- Width of trench 3 feet
NHh the dww aswmbled Worm otbn.
as praaeed to the find cdoulatiams Thrust
350
- AConeds (A) - Men a atng tam -3.13100 rea atn - 7.12 q ft
- Maxerorn Haight of Thrust Moak (Hen) - Depth of Tras2dn In Fast
z =2.0 fL
- Depth of Concrete Thrust Book (Do)
Y6dth of Trerlah In Feet (W) - Outside Diameter of Poo (d)
- 2
= 3- O'76 = 1.13 fL
2
- MoaIrI length of Thrust Book (Lm) - Am of Convict°
Height of Oonwsta
A 7.12 - 3.BB R
HIM,- zip
- Required Amount of Cards - (tlolght a Cepih x Length) x 0.037D4
- (Hen x Lm s Do) x 0.03704
(2-0 x 3.Se a 1.13) x 0,03704
= 0.30 all >,d
T I
Stre
Pressure PSI
Thrust at
Thruat Fittings
In Pounds
2Bend
11
in
945-
j-1d/4
Y
300
2,120
3,000
1,e30
OW
430
4.300
6'
B'
300
300
3.790
e.300
1 ,100
p,77p
12,W0
21.3e0
2870
a{S10
1 ,530
1.470
3.320
5,�0
750
t 700
�020
1a'
1T'
27e
250
21.620
33,&]0
30.570
41,00E
1&510
4430
13,250
4.330
e,7eD
14'
250
46,2D0
e5,370
3Fi,310
RM
1403a
9.240
16'
1e'
225
200
all
50.e0D
e4,000
72.1100
34.620
3eM
17.ee0
1=
a OSD
19 0
?LY
24e
200
20D
42,840
e0.410
eeDO
12?goo
49e0 ,o
"R
1 1e0
24,52D
53,320
66,140
12.560
1&100
20D
200
14 370
20:).eBO
1pppp,,660
2e7=
106.7-.
7e.400
2B0
4a.720
TABLE 2
Sals Bearing I ad, In Ib./S, Ft.
The oafs lowing Imde given In the faiW" table ws for
horim , I thrusts don the depth of oo er am VR pp
wog& 2 feet.
Salle Bowing Load
.40L Lh RK Se. Ft.
6I4ud, pad, stc 0
San flay 1.000
Send 2.000
0010
Surdand
d Orriwi Gmsn ed s* CIaY 4S.aam
Herd Skids , by y10AM
l be restrained
aB"r g�gg�" mdballd alnd t r tllabdadro"nof oli of took r
ddTSlty to rsist thrusts.
FIRE H`r' -TYPE EQUAL TO ICl'WA F-5110 OR
GOMPRE w n,iFUAL'JCIN: loll & H 924, MUE'LLER
51JPER C'EM1! I r ROIJS PACER WITH 6" MECHANICAL
JOINT IN-',-- 1-. OPEN IHI -. TWO 2-1 /7..
O E "PEACE 4" Pl!AAPEP
FT T 1
-IvE
�,FET i YELLI_
_:E R UADva
'TEL -_ ENT FIRE HYDRANT E. i! TO
_ .USED
- BEHIND E�
BEHit•i
THAT IS A� r,_E+T TO
�� WITH UJU -
EIH TAlD4F'r, 1 0N
4 � - WITH REC III = LfJI TH TIC
�o EXTENSION A , ji R. L: i• uI' �, BR4 - - .
L1 - RAISED PAVEMENT MARKER _TYPE 38
F.11
^�STIMSC,hIITE TV/". V4',Ai" BLUE
i
L
4L" MIIJ - %VNt;PETEE h:Ihar
BUR.'r
I _INE T 1_ Tli 6' FLANGE 51EE CUTLET
,AC E I l --NVA. RESILIENT 'SEAT
6P= T IE'dT LINED, LENGTH TL FIT
-3/9 `TD DETAIL F1DR TIE RODS.
1E' u 4 Mt^flhilJM
x _
NCRUF BLO �,
UNDEU H''DRANT
-1/2 YARD uY,� = 3"TC dlf'L
1' ABU'VE 81TF R kill
POLYETHYLENE rILM AROUND fGH ANC 1E
GRAVEL.
FIRE H`(DCi N':IT ASSEMRI-T"
}
EL VEL ALL i;RD .ND''
LEV
}�`�t�' MIN ' RADILIE
r
J71 - LEVEL ALL GROUND
IdIN 3' RADIUS
a
4 875 x .5
sToRz e
± - c�NE M,ynl RocK
� f
I i
4� FILL
U T
I- fC F., I`I FIRE HYDRANT ASSEMBLY DETAIL
. °L� 0 ADOPTED
'C-�' tier:- CITY OF R.ENTON
!� f
S"
�T�1V;)r4RP PLAT �
�Yrd iy LST DATE 04/04
- --- -
F- - -._- ____ --- - -- -
-- EAN NAME F 1.12 SF aGF E G"
C�-E. REWISIO�r 9r APPF- - - -
CAP
22-1/2a
45aBEND
TEE
90a BENI)
11-1/4a
FIGURE 1
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
CONCRETE BLOCKING SI21NG PROCEDURE
ADOPTED
♦� i♦
erepDeRD Pis
LST DATZ- 12/96
DWG. NAME: BR26 SP PAGE: B085
CONCRETE BLOCKING SIZING PROCEDURE
N.T.S.
FIRE HYDRANT ASSEMBLY DETAIL
A A
PLAN VIEW
e
N.T.S.
VALVE BOX LID WITH EARS
IN DIRECTION OF WATER
MAIN AND WORD "WATER"
CAST INTO IT
AIL
PIECE CAST IRON VALVE
X, RICH-SEATTLE TYPE
OLYMPIC FOUNDARY
`//,� 2" SQUARE
OPERATING NUT
1,/8-
4-1/4" DIA.
1/8 MIN. THICKNESS
1" STEEL
LENGTH AS REQUIRED
MIN. THICKNESS
2-1/4- INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW FINISHED
GRADE. EXTENSIONS ARE TO BE A MININMUM OF
ONE (1) FOOT LONG. ONLY ONE EXTENSION TO
BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE OF
STEEL, SIZED AS NOTED, AND PAINTED WITH
TWO COATS OF METAL PAINT.
T
38"
62"
III � I
li
II I �•
24"
VALVE MARKER POST
WHITE POST
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION
MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE MARI= POST
ADOPTED
i Crr1r or nor=
STANDARD PWRS
Isr Drx� 12/N
a to tiler.nLv ORr
t OCV A0
REVISION BY pit DWG. NAME: BR46 SP PAGE: B090
VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST
N.T.S.
NAIv1E: B107.2 -
3 2" WATER SERVICE
N.T.S.
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RECOMMENDED FOR APPROVAL CL co
By: Date: DATE 12/04/2007
JOB NO. 131-004-07
By: Date:
DWG NO. C3.1
By: Date: SHEET
By: Date: 6 OF 8
R:\Projects\131 (TSA Arch itects)\004-07 (2nd and Morris)\dwg\sheets\MO-utdt01.dwg
cD • 1U-3422o2