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PORTION OF THE S.E.
1/4, S.E. 114,
Z
b
PPE 18" LONG
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2
CUT OPENING AS REWIRED, AFTER INSTALLATION,
HOLE FOR !RAIN."
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GROUT AROUND PIPE.
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PORTION OF THE S.E.
1/4, S.E. 114,
In Pounds
2" OPEN PATTERN, RETURN BEND - 180'
PPE 18" LONG
n
2" GALVANIZED IRON PIPE FIELD LOCATE
11 -1
18" x 8" x 4"
2" 90' ELBOW
J/
IPS TAP TO FIT, EQUAL TO MUELLER CO.
CUT OPENING AS REWIRED, AFTER INSTALLATION,
HOLE FOR !RAIN."
R
2" 90' ELBOW
GROUT AROUND PIPE.
Is
2" BEEHIVE SMOMER
3
IPS TM ID FlT, EQUAL TO MUELLER CO.
830
SHORT NIPPLE
A CCU VALVE
AIR AND VACUUM ASSEMBLY
J
�
�
a
ON / 4"
2°x2"x2" IEE�
2" UNION
HYDRANT LOCATION IN CUT OR FILL
6"
e•
Q
8500
1,100
12.000
21,360
PLASTIC, SCF SERIES 1730 -18 K7TI4 2" DOCK DUCTILE.
3.320
1
IRON DIAMOND PUTS 18•x31" MSCBC 17308
275
21,620
2• BRONZE GATE VALVE SCRENED EQUAL TO
16.540
1§
0
12"
250
2" RESILIENT SEAT GATE VALVE
48,000
2" 90• BEND WIN CLOSE
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SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
LEVEL ALL GROUND
MIN 3' RADIUS
/- 4.875" x 5"
/ STORZ
ONE MAN
2" GALVANIZED IRON
PORTION OF THE S.E.
1/4, S.E. 114,
In Pounds
2" OPEN PATTERN, RETURN BEND - 180'
PPE 18" LONG
2" GALVANIZED IRON PIPE FIELD LOCATE
11 -1
18" x 8" x 4"
2" 90' ELBOW
J/
IPS TAP TO FIT, EQUAL TO MUELLER CO.
CUT OPENING AS REWIRED, AFTER INSTALLATION,
HOLE FOR !RAIN."
R
2" 90' ELBOW
GROUT AROUND PIPE.
CUT
2" BEEHIVE SMOMER
2" UNION
IPS TM ID FlT, EQUAL TO MUELLER CO.
830
SHORT NIPPLE
A CCU VALVE
AIR AND VACUUM ASSEMBLY
300
2" CLOSE NIPPLE
ON / 4"
2°x2"x2" IEE�
2" UNION
HYDRANT LOCATION IN CUT OR FILL
6"
e•
17"x30•• PLASTIC METER BOX EQUAL TO MID STATES
8500
1,100
12.000
21,360
PLASTIC, SCF SERIES 1730 -18 K7TI4 2" DOCK DUCTILE.
3.320
1
IRON DIAMOND PUTS 18•x31" MSCBC 17308
275
21,620
2• BRONZE GATE VALVE SCRENED EQUAL TO
16.540
5.880.
8.430
RED -NH TE VALVE CORP. FIG NO. 280
12"
250
2" RESILIENT SEAT GATE VALVE
48,000
2" 90• BEND WIN CLOSE
MTN THREADED ENDS
6,780
BETWEEN BEND AND TEE
, 2 -2" BRASS 90' BENDS KHH
46.200
2" GALVANIZED IRON PIPE W
CLOSE NIPPLE BETWEEN BENDS
FIT CLOSE
I
9.240
NIPPLE
�6
12" MIN.
z• CORPORATION STOP 90- SEND,
o° b°
34.620
17.650
ye°O a
I.P. THREAD TO COPPER, EQUAL
/8"
200
J 7' TYPE K SOFT TO FORD FB 500.
72.000
SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
LEVEL ALL GROUND
MIN 3' RADIUS
/- 4.875" x 5"
/ STORZ
ONE MAN
2" GALVANIZED IRON
/ COPPER TUBING TO FIT
Thrust of Fittings
In Pounds
-
PPE 18" LONG
DOUDLE STRAP SERVICE CLAMP Win/ 2"
11 -1
18" x 8" x 4"
2" CM /
J/
IPS TAP TO FIT, EQUAL TO MUELLER CO.
Bond
HOLE FOR !RAIN."
R
2" 90' ELBOW
DOUDLE STRIP SERVICE CLAMP KITH 2"
CUT
4120
3.000
IPS TM ID FlT, EQUAL TO MUELLER CO.
830
WASHED GRAVEL. PASSING 1 -14" AND
WASHED
A CCU VALVE
AIR AND VACUUM ASSEMBLY
300
3,780
ON / 4"
AIR
NO. R EQUAL AL
EQUAL
1.470
HYDRANT LOCATION IN CUT OR FILL
/ YES/ FOR DRAIN
NOTES
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF
LINE IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE
ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCA77ON WHERE ASSEMBLY CAN
BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND
CURB AND SIDEWALK.
ADOPTED
♦ . CITY OF RENTON
Standard piano
T 91' DATE: 04104
2" AIR & VACUUM RELEASE
VALVE ASSEMBLY
OWG. NAME : BR51 SP PAGE :8095
CONCRETE BLOCKING SONG PROCEDURE
A. IDffiAI
The mount of concrete required to anchor horizontd
bands, tees, and dead sn do an the strength
of the sal. The methods of acing concrete to keep
the pint accomMe is shown Fgurs 1. The died
F equ w
die feet of conts which must bear against
the aids of the trench M found by dividing the
thrust M pounds shown In Table 1 by the safe
b__wYr_g_load of the sol as shown in Table 2.
B. �1F,®E
1. The shin9 thrust only. is for horizontal or
2 Nglrt of Me thrust must be equal
to lo has than 1/2 the depth from, the ground
curing to the black M.
& The thrust black bearing face h approximately
rectangular.
44. Th�� blo�d�rY1�q shall be w per MINA
G 4.
d . Out" Diamatdi of Pipe In Fed
SELL Saw Bowing Load N PmmdsIn /aq(TFL (Table 2)
h = Deoth of Trench In Fe
W th et
of Trench In Feet
A Arco of Concrete which must bear against the
Bids of the Trench In FL
Han 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
I:1SeI %,�:LP:A
F- W -I
D. CALCULATION EQUATIONS
1. Area of Concrete (A) Thrust In Pounds ° T
Soh Bearng Lood in Pounds Sq. FtC
2. Maximum Haight of Thwart Block (Hm) ° Depth of Trench in Feet h
2 2
(Width of Trench In Feet) -
3. Depth of Consists Thrust Block . Oulelde Diameter of Pipe in Feet) ° W -d
2 2
4. Maximum Length of Thrust Block (tm) ° Area of Concrete A
Maximum Height ° Hn
5. Required Amount of Concrete (Cu. Yd.) . (Height x Depth x Length) x 0.03704
= (Hm x Lm x De) x 0.03704
E FXALWIE
1. Problem,
Calculation of the amount of concrete required to block a 90• bend in on 6"
C.I. water main the normal operating pressure in the pipe will be 05 psi and the soil
condition In the orso Indicates sand and grovel.
2. Sdu Ew
- Maximum testing preegure (See Table i) 300 yyysir. 0.75 R
Outside dicrnatr of 8 pips ° 9.05 In. 9.05/12
-
that to Table 1: The teetin pd is 21 of 300 pet, we ace
that ON thrust an a 90• Band h 21,360 pounds
- Go to Table 2. Table 2 gives the safe bearing load far
sand and grovel: 3,000 lbs. /sq. R
- Go to Figure 1: figure 1 Indicates the position
of the concrete for blocking he 90' bend.
- Co to the sped0catlons of the project and find
.depth of trench ((h)) ° 4 test
Width of trench (W� 3 feat
With the above assembled Infoma lan,
we proceed to the final cdculationa
21360
Area of Concrete (A) Thrust 1 Sofa Bearing Load 3,000 7.12 R
- Maximum Height of Thrust Block (Hm) Depth of Trench in Feel
2
h 4 -2.Oft.
2 2
- Depth of Concrete Thrust Block (Dc)
Width of Trench in Feet (W) - Outside Diameter of Pipe (d)
2
3 -0.75 _ 1.13 R
2
- Maximum Length of Thrust Block (Lm) Area of Concrete
Height of Concrete
_ A 7.12 -3.568
Hm - 20
- Required Amount of Concrete (Height x Depth x Length) x 0.03704
(Han x Lmn x De) x 0.03704
2.0 x 3.56 x 1.13) x 0.03704
. 0.30 as. Yd.
TABLE 1
Sze
Preseuro
PS
Thrust of Fittings
In Pounds
Taea
90'
22 -1 /2
11 -1
18" x 8" x 4"
Dead End.
Band
Bond
Band
Bond
3"
300
4120
3.000
1.630
830
430
4"
300
3,780
5.370
2,910
1.470
750
6"
e•
300
300
8500
1,100
12.000
21,360
61510
11,550
3.320
17
3020
10"
275
21,620
30,570
16.540
5.880.
8.430
4.330
12"
250
33.930
48,000
25.950
13,280
6,780
14"
250
46.200
65.370
35.340
18,030
9.240
18"
225
45.250
64.000
34.620
17.650
9.050
/8"
200
50.900
72.000
38.940
19.860
10.180
20•
200
62.840
BB 900
48.080
24.520
12,560
24"
200
90.480
12'! 980
89.200
35,320
18.100
30•
200
141370
199;960
108.150
55.140
28,280
38"
200
20,580
287,950
155,740
79.400
40,720
TABLE 2
Safe Basin, Leeds in Lb./So. Ft.
The safe bearing foods given in the following table are for
horizontal thrusts when The depth of as. over the pipe
exceeds 2 feet
Safe Bearing Load
ML Lb. Ter G. Ft.
-Muck• peat, etc. 0
Soft pay 1.000
Sand
Sand and Gravel 30OU00
Sand and Gravel Cemented with pay 4.000
Hard Shale 10,000
-In muck or peat. all thrusts shall yYbe restrained by gee di
ulr yyant and roleps °cmmtna�it with bollasrt�ot removal of
atoblity to resist thrust..
a
FILL
ADOPTED
. . CITT OF BERTAM
Standard Plana
Lsr Di 04/04
FIRE HYDRANT ASSEMBLY DETAIL
DWG. NAME : BR24 SP PAGE : 8102
CAP
22 -1/20
TEE
Et
11 -114a
45aBEND
FIGURE 1
W BEND
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
ADOPTED
♦ ®♦ CITY OF BENTON
Standard plans
HST DATE: 12196
CONCRETE BLOCKING SIZING PROCEDURE
DWG. NAME : BR26 SP PAGE : B085
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION, M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WIN 6" MECHANICAL
JOINT INLET WIN LUGS 5 -114" MAIN VALVE OPENING TWO 2 -112 ".
HOSE CONNECTIONS NATIONAL STANDARD THREADS 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WIN A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STOR2, ATTACHED KITH 118" STAINLESS
STEEL CABLE 1 -114" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINIM KITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATIVE
PAINT No. 5780 -563 DIM ACRYLIC GLOSS SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECnIXJ TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
GROUND MIN
18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO -PIECE CAST IRON VALVE BOX WTN LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION
4.875" x 5" STORZ WIN REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
EXTENSION AS REQUIRED (SEE DING OR46 / PAGE 8090).
0
MAX $
MIN 2" 1 RAISED PAVEMENT MARKER TYPE 89
�- 4.8 STIMSIXJI7E TWO -WAY BLUE
T, 42" M �m BLOCKING
REMOVE LOOSE410
ASPHALT
3 /4 "DIA. X 12" LONG DOWEL
BAR a 18• ON CENTER
fi'
EXISTING RIGID BASE• MIN.
12" MIN
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
'HALT CONCRETE OVERLAY
SAW CUT
MAIN LINE TEE *TIN 6• FLANGE SIDE OUTLET.
MIN.
AND IN STRAIGHT
6• GATE VALVE (FL X AQ AWWA C -509, RESILIENT SEAT
DIRECTED
6" DUCTILE IRON PIPE CUSS 52 CEMENT LINED, LENGTH TO FIT
18" x 8" x 4"
2 -314" COR- TENSTEEI. TIE RODS SEE STD DETAIL FOR TIE RODS
MINIMUM CONCRETE
No
BLOCK ND�
VERTICALLY
Loop l Access with Bus
HYDRANT
Yes
112 YARD WASHED DRAIN ROCK (3-TV 3/87 MIN.
DO BARS
I' ABOVE BOOT FLANGE PLACE 8 MIL
ON ALLCFFOUR SIDESEL
Intersection (AIL
YLENE FILM AROUND TOP AND SIDES OF
Yes
Plus one panel beyond
the curb return
GRLYIET
FIRE
HYDRANT ASSEMBLY
REMOVE LOOSE410
ASPHALT
3 /4 "DIA. X 12" LONG DOWEL
BAR a 18• ON CENTER
fi'
EXISTING RIGID BASE• MIN.
12" MIN
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
'HALT CONCRETE OVERLAY
SAW CUT
SHALL BE VERTICAL
MIN.
AND IN STRAIGHT
LINES AS
DIRECTED
BY THE ENGINEER
CEMENT
TRIM CONCRETE
No
EXISTING CONCRETE
VERTICALLY
Loop l Access with Bus
PAVEMENT
Yes
DO BARS
6' MIN.
ON ALLCFFOUR SIDESEL
12" 1
COMPACTED CRUSHED SURFACING
TOP COURSE.
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST:
-CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
ADOPTED
Ci. C1'1'f OF REP..
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DATE I REVISION Icy PRO DWG. NAME: H033 SP PAGE: HO33
W- 331211
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FOR APPROVAL
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PROJECT NO.: 12007
DRAWN BY: VK
ISSUE DATE: 12105/06
SHEET REV.: 07/19/2012
WATER DIETA -8
06085DT04- C25.DWG
C25
SHEET 26 OF 29
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Less than ten (10) yrs old
Ten (10) yrs or older
Additional
Requirements
Locol Access
without Bus Route
No
No
Loop l Access with Bus
Yes
Yes
Route
Intersection (AIL
Yes
Yes
Plus one panel beyond
the curb return
Streets )
409. Removal
Yes
Yes
Excellent Condition
(based on Asual and /or
Yes
Yes
non - destructive testing)
Principal, Minor,
Yes, If twenty -four (24)
Yes, If twenty -four (24)
Collector Arterial and
square feet or more of
square feet or more of
all streets in CBD
any panel needs to be
any panel needs to be
and all bus route
patched
patched
-CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
ADOPTED
Ci. C1'1'f OF REP..
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DATE I REVISION Icy PRO DWG. NAME: H033 SP PAGE: HO33
W- 331211
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FOR APPROVAL
BY:
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PROJECT NO.: 12007
DRAWN BY: VK
ISSUE DATE: 12105/06
SHEET REV.: 07/19/2012
WATER DIETA -8
06085DT04- C25.DWG
C25
SHEET 26 OF 29
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