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INSTALL METER BOX
BEHIND PROPERTY LINE.
z 12'x 22" CONCRETE METER
�BOX WITH 3/16" STEEL DIAMOND PLATE
Et COVER EQUAL TO FOG TiTE METER
$ SEAL CO. B-10 METER BOX.
IN
FINISH GRADE SIDEWALK a" VAX
i
21' MIN WATER METER TO BE
COVER SUPPLIED BY THE CITY 12" MIN
36" MIN COVER 36" MIN COVER
TYPE "K" SOFT
COPPER TUBING
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT
INLET WITH LUGS.
5-1/4* MAIN VALVE OPENING. TWO 2-1 /2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATiLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1 /8- STAINLESS STEEL CABLE.
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL MAX 4"
MIN 2
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
ZLOOP
�- FORD COPPERSETTER
VH 72-15W-44-33G FOR 5 8" x 3 4" METER)
`
DOWN TO CENTERLINE
VH 72-15W-44-44G FOR 1�METER�
co"VACC-rimA DelmLS TOVL R6%'ANA ANu EAST
OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
G6N1aE(.'d01JS _fD >EX IS'f 1tJ G G1'i4 t>uA'CweR DUES
NEW DUCTILE IRON
WATERMAIN
LINE TO METER.
PADLOr_ 'WINGS ON KEY VALVE SINGLE CHECK VALVE
„R� „i ;
£X �Z
CORPORATION STOP. FORD TAPERED
THREAD PACK JOINT F1000)
-JOINT FITTINGS SHALL BE WITH GRIPPER.
'
�l�l5i�>zG D CAP k 6LQW -0
(CC). !3/4"
I
(1 F1000)
'VICE LINE TO HOUSE IS TO BE
� <wg& ImA*Au
LLED IN THE FUTURE INSTALL
22-1/2'
C14-33 OR 44
FIDT x COMPRESSION COUPLING
to
�
FOR RENO-►Rt` of Povt -Pik 1
_
3/4" OR 1" GALVANIZED PLUG
B�Xg�r V��C1CA1� �Rtny (M3,�FL) O6
I
FOR SERVICE FROM EXISTING STEEL
ASBESTOS CEMENT OR PVC WATER MAINS
\� Y O ADOPTED
2- 8" $LINO CLAW$
EXISTING CAST IRON
INSTALL DOUBLE STRAP SERVICE CLAMP
CITY OF RENTON
3
Z
( ON 6 W %114 2 ~ TAPn PLub)
OR DUCTILE IRON
WATERMAIN
EQUAL TO MUELLER CO.
+ ♦
STANDARD PLANS
_ to
0
1- f3r PL%& M s ojmi 2 P t 2
U LST DATE: DATE
g Low.
DWG. NAME: BR41 SP PAGE: B106
Ca Mai*►
3/4" WATER
SERVICE
12018" Qcolltat C MSx t'! s)
N.T.S.
_
�Y so aL��VE Cns�
CONCRETE BLOCKING SIZING PROCEDURE
A. GENERAL,
The amount of concrete required to anchor horizontal
bends, tees, and dead ends depends on the strength
of the soil. The methods of placing concrete to keep
the joint accessible is shown in Figure 1. The area
in square feet of concrete which must bear against
the side of the trench is found by dividing the
thrust in pounds shown in Table 1 by the safe
bearing load of the soil as shown in Table 2.
B. SBLI�BIA
1. The sizing procedure Is for horizontal or
downward thrust only.
2. Height of the thrust block must be equal
to or less than 1/2 the depth from the ground
surface to the block base.
3. The thrust block bearing face is approximately
rectangular.
4. The concrete blocking shall be as per APWA
ification 74-2.14.
C. SYM
d = Outside Diameter of Pipe In Feet
T = Thrust in Pounds at the Fittingg (Table 1)
SBL = Safe Bearing Load in Pounds/Sq. Ft. (Table 2)
h = Depth of Trench in Feet
W = Width of Trench in Feet
A = Area of Concrete which must bear against the
Side of the Trench In Sq. Ft.
Hm = Maximum Height of the Thrust Block in feet
Dc =Depth of the Concrete Thrust Block
to Bearing Surface in Feet
Lm = Maximum Length of the Thrust Block in Feet
GROUND SUFACE
�j
BLOCK BASE
- Go to Table 2: Table 2 gives the safe bearing load for
sand and gravel: 3,000 lbs./sq. ft.
- Go to Figure 1: figure 1 Indicates the position
of the concrete for blocking the 90' bend.
- Go to the specifkxrtions of then and find
depth of trench (h) = 4 feet
- Width of trench (W) = 3 feet
With the above w r Inform
r�
we proceed to t; _ ^ulc"'
360
- Area of Concrete (At ;00 = 7.12 sq ft.
- Maximum Height of Thrus,; )th of Trench in Feet
2
_ h
_ 4 =2.Oft
2 2
- Depth of Concrete Thrust Block (Dc)
Width of Trench in Feet (Wd) - Outside Diameter of Pipe (d)
= 2
= 3-0.75 =1.13ft
2
- Maximum Length of Thrust Block (Lm) Area of Concrete
Height of Concrete
A . = 3.56 ft.
= Hm _ - -7.12
2.0
- Required Amount of Concrete = (Height x Depth x Length) x 0.03704
= (Hm x Lm x Dc) x 0.03704
= (2.0 x 3.56 x 1.13) x 0.03704
0.30 cu. yd.
isizep�
tad Eno, FBend
3" 3000 2, 21 0 1,630 830 430
4" 300 3,780 1 Z910 1,470 750
6" 300 8�500 6,510 3,320 1,700
8" 300 1 ,100 2 ' 11,550 5.880 3,020
10" 275 21,620 30,570 16.540 8,430 4,330
D. CALCULATION
EQUATIONS
12" 250
33,930
48.000
25,950
13.260 6,780
14" 250
46,200
65,370
35,340
18,030 9,240
1.
Ths+
Area of Concrete (A) _ -
Safe BeaNt
In Pound.-
(--
(In Poi
16" 225
1W 200
45,250
50,900
64,000
72,000
34,620
38,940
17,650 9.050
19,860 10,180
20 200
62,840
88,900
48,080
24,520 12,560
24" 200
90,480
127,980
69.200
35,320 18.100
2.
Maximum Height of Thrust Block (Hm)
-
30" 200
141,370
199,960
108,150
55,140 28,280
W. 200
203.580
287,950
155.740
79,400 40,720
'n Feet W-d
3.
Depth of Concrete Thrust Block _
2 ?
TABLE 2
4.
Maximum Length of Thrust Block (Lm) _
-ncrete _ A
Safe Bearing
Loads
In Lb.4jq`
Aux arum Height HPI
The safe bearing loads given
in the following table are for
5.
Required Amount of Concrete (Cu. Yd.)
= (Height x Depth x Length) x 0.03704
horizontal thrusts
exceeds 2 feet
when the depth
of
cover over
the pipe
= (Hm x Lm x Dc) x 0.03704
Safe
Bearing Load
E. EXAMPLE
SOL
Lb.
per Sq. Ft
1.
Problem:
*Muck, peat, etc.
0
"
It Clay
1,000 C.
Calculation of the amount of concrete required to black a 90 bend in an 8 ZOOO
C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil trod Gravel 3,000 ♦ ( & I
condition In the area indicates sand and gravel. nd Gravel Cemented with Clay 4,000
WL
2. Solution Hard male 10.000
-In muck or peat, all thrusts shall be restrained by piles or N
- Maximum testing pressure (See Table 1) = 300 ppal. = 0.75 ft tie rods to solid all
or by removal of muck
- Outside diameter of 8 pipe = 9.05 in. = 9.05/12 or peat and replacement with ballast of sufficient
- Go to Table 1: The testing pressure of 300 psi, we see stability to resist thrusts.
that the thrust on a 90' band Is 21,360 pounds.
American Engineers - Planners - Surveyors
Engineering 4032 148th Ave. N.E.
Corporation Redmond, WA 98052
m Wpm -3 J. jqt*
Fax (425) 881-7731
CONCRETE BLOCKING
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
I AS REQUIRED (SEE DWG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
STiMSONITE TWO-WAY BLUE.
4B2RMIN CONCRETE BLOCKING
�- CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
STEEL TiE RODS. SEE STD DETAIL FOR TiE RODS.
16" x 8" x 4" MININUM
CONCRETE B
UNDER HYDRA 1 /3 CU. YD. WASHED DRAIN ROCK (3- TO 3/8-)
-LEVEL
RADIUS FIRE
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND Y
5" STORTZ MIN 3' RADIUS Q� ADOPTED
1 ' CITY OF RENTON
STANDARD PLANS
ONE MAN ROCK (LST DATE: DATE
� 1
6 DWG. NAME: BR24 SP PAGE: B102
Sill FILL,
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
EXISTING 12" EXISTING 12"
C.I. WATER LINE C.I. WATER LINE
3
TESTING DETAIL FINAL CONNECTION DETAIL
f10 FT. NEW 8' D.I.
WATER LINE
CAP
22-1 f2° ��
TAP -IN
12"x8" TAPPING TEE (MJxFL) W/ CONIC. BLOCK
1 - 8-GATE VALVE (FLXMJ) rx8" VERTICAL AFTER ALL TESTING CLEANING AND DISINFECTION
1-8" PLUG (MJ) W/2"TAP & CROSS (MJxFL) REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TEMP. BLOW -OFF 2-8" BLIND FLANGES ( WITH 8" SLEEVE (MJ) & 8" SPOOL
` TEMP. BLOCK I I (ONE W/2TAP & 2' PLUG)
1-8" PLUG (MJ) W/2" TAP
& 2" BLOW -OFF 2f',S
TEMP. BLOCK - RENAME INSER'C
8It CLEANING "POLY -PIG" �
PLAN VIEW
EXISTING 12" C.I. WATER LINE EXISTING 12" C.I. WATER LINE
. fi
TEE
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: DATE
DWG. NAME: BR26
CONCRETE TAT fNPT TNG QT`77f'oTr PROCEDURE
N.T.S.
RECOMMENDED FOR APPROVAL
BY: DATE:
BY: DATE:
BY: `.' DATE:
BY: 6A�Uury _ Wok✓ �hDDAT>=�A*I. 2, Z
* W-M-1 C080.E6C1ms hi &x"J
TAP IN TEE - TESTING DETAIL - FINAL CONNECTION DETAIL
2" BEEHIVE STRAINER
CUT OPENING AS REQUIRED,
AFTER INSTALLATION, GROUT 1 1"
AROUND PIPE.
2"x 2"x 1" TEE, 1" CLOSE
NIPPLE BETWEEN TEE & BEND.
1" 90' ELBOW
2" GALVANIZED IRON PIPE
18 LONG 6" MIN.
N.T.S.
/-2" OPEN PATTERN, RETURN BEND
2" GALVANIZED IRON PIPE FIELD LOCATE
1" CLOSE NIPPLE 17"x28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND
*� 1" UNION r6" MAX. PLATE COVER EQUAL TO FOG-T1TE METER SEAL CO. N0.2
1 NIPPLE 7� i METER BOX. FIELD LOCATE.
1" UNION-1 /
1" BRONZE GATE VALVE, SCREW EQUAL TO RED -WHITE VALVE CORP. FIG NO.280
COUPLING COPPER TO MALE IRON PIPE -FORD C28-44 OR EQUAL
6 0 ° ° u o ° v uo o ° 1" TYPE "K" SOFT COPPER TUBING
p0 ° p O o°o°OD
12" �MiN. ° -° ° - 1" IRON PIPE THREAD CORPORATION STOP WITH
°O 90" BEND FOR COPPER. FORD TYPE F1000 PACK
0 0 0 0
pOo(�o �o �° OoOo
0 0 0o ao ' e o c o0 0°.
JOINT CTS.
1" GALVANIZED IRON
PIPE TO FIT
2" CAP WITH 1 /8" HOLE /1- 90' ELBOW DOUBLE STRAP SERVICE CLAMP WITH
FOR DRAIN. 1" IPS TAP TO FIT, EQUAL TO MEULLER CO.
1" COMBINATION AIR RELEASE & VACUUM VALVE,
WASHED GRAVEL, PASSING SCREWED. APCO NO. 143C OR EQUAL
1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN Y ADOPTED
t � CITY OF RENTON
♦i� Ji
DARD PLANS
NOTE: �F N LST ATE: DATE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION DWG. NAME: BR50
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
1 " AIR & VACUUM RELEASE
VALVE ASSEMBLY
N.T.S.
SP PAGE: B094
-PUILT
605
LE
WAci n
r- 0
an z
. 4
R 33190 �<v
F� f0 STEEE.
SjONAL
WATER DETAIL
SHEET 13 of 15
AEC • •
SCANNED FEB 15 2%12