HomeMy WebLinkAboutW-425511!r TESTING CONNECTION
N EXISTING
WATER MAIN
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (M1xFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
N (1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
rWITH TEMPORARY THRUST BLOCKING
DI WATER MAIN
}
a
TEMPORARY BLOCKING
CONNECTION TO EXISTING MAIN (BY CITY FORCES)
(1) TEE (FLxFL)
(2) DI SPOOLS
(2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL)
(3) GATE VALVES (FLxMJ)
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1
N
O
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
O AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
0 (2) DI SPOOLS
(1) LONG BODY DI SLEEVE (MJ)
Ain
a a o oOo NEW DI WATER MAIN
�M d
0 NOTES:
r ` 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
STD. PLAN - 300.3
.• PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED:
DEPARTMENT CUT -IN TEE AND THREE VALVES 6/28/2023
Martin Paztucha DATE
P"Dhc W.,w nemmisvm«
VALVE BOX AND LID
SECTION A -A
c
8" TO 12'
MATERIALS
MAIN
TWO-PIECE VALVE BOX WITH REGULAR
BASE SECTION TO FIT AND STANDARD 8"
OA VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH #045 (NON -LOCKING)
COVER TO MATCH VALVE BOX
MANUFACTURER, TO READ "WATER",
OB VALVE BOX LID
WITH EARS IN DIRECTION OF WATER
MAIN
8" THICK HMA FOR VALVE IN PAVED
OC HMA COLLAR
AREA OR 3'x3'x6" CONCRETE PAD IN
UNPAVED AREA
OOPERATING
SEE DETAIL, THIS SHEET
NUT EXTENSION
WHITE MARKER POST WITH ANCHOR
BARB AND BLUE LABEL TO READ
OE MARKER POST
"WATER", CARSONITE UTILITY MARKER
CRM3-066-08 OR EQUAL
VALVE OPERATING NUT EXTENSION
2" SQUARE
OPERATING NUT
4Y4" DIAMETER
1/8" MIN THICKNESS
IETER STEEL,
I AS REQUIRED
y/ %g 1vn1v 1 n1l.Rlvt»
7 21/4" INSIDE MEASUREMENT
21/4" DEPTH
NOTES:
1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3'
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM
OF V LONG. ONLY ONE EXTENSION TO BE USED PER VALVE.
2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED,
WITH ANTICORROSION COATING CONFORMING TO AWWA C210
VALVE MARKER POST
i
34�v
NOTES
1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES
OUTSIDE PAVED AREAS.
2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST
WITH 2" NUMERALS.
VALVE BOX,
PUBLIC WORKS DEPARTMENT OPERATING NUT EXTENSION,
AND MARKER POST
STD. PLAN - 330.7
Martin Pastutha DATE
PUDIic Works Aaminisvat«
IyU 1 tzl�:
1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT.
2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA.
3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
OA HYDRANT
OB TEE
OC VALVE
OD VALVE BOX
OE PIPE
O JOINT RESTRAINT
OG GRAVEL
OH CONCRETE BLOCK
OI BLOCKING
JO SHEAR BLOCK
O PAVEMENT MARKER
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO,
1 Y4" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
6" GATE VALVE (FLxMJ)
VALVE BOX AND LID PER STD PLAN 330.7
CLASS 52 DI, LENGTH TO FIT
MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS
1 Y4" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANTAND GATE VALVE
CONCRETE BLOCKING PER STD PLAN 330.1
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
PUBLIC WORKS APPROVED:
DEPARTMENT FIRE HYDRANT ASSEMBLY
6/28/2022
rtmP Publlc Works Administrator DATE
90° BEND
CAP / PLUG
45° BEND
2212o BEND
B ID
7;7
ox
TEE
11 Y40 BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR(PS)
O
O
O
O
O
4'
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/(1)
NONE
6
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
8
200
7/(5)
5/(3)
4/(3)
2/(2)
1/(1)
300
11/(8)
8/(5)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
6/(4)
3/(2)
2/(1)
275
16/(11)
11/(7)
9/(6)
5/(3)
3/(2)
12"
200
16/(11)
11/(8)
9/(6)
5/(3)
3/(2)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23/(16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19)
21/(14)
16/(11)
8/(6)
5/(3)
225
32/(21)
23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
200
64/(43)
46/(30)
35/(23)
18/(12)
9/(6)
* VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
SOIL TYPE
MUCK OR PEAT
SOFT CLAY
SAND
SAND AND GRAVEL
CEMENTED WITH CLAY
HARD SHALE
SAFE BEARING LOAD
0
1,000
2,000
3,000
4,000
10,000
NOTES:
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMITTAKING UP OR DISMANTLING
JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.1
,• PUBLIC WORKS CONCRETE BLOCKING APPROVED:
9�1E DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2(
Martin Pastucha DATE
Publlc Works Adminirtrator
UNDERGROUND LOCATOR SERVICE
CALL BEFORE )I ./ )IOU DIG
811
NO.
REVISION
11 Y4° AND 22 Y2 ° BENDS
FPIPE CLAMP AND
ANCHOR ROD
L
L v oo A
"
e
�A
45° BEND
FPIPE CLAMP AND
ANCHOR ROD
L'' o o� o �
oo D A
A
PIPE
SIZE BEND
MINIMUM DIMENSIONS
VOLUME
(CF) A D L
111/4°
8
2.0'
1/4"
1.5'
4"
221/2
11
2.2'
3/4'
2.0'
45'
30
3.1'
6"
11 %4°
11
2.2'
3/a'
2.0'
221/Z
25
2.9'
45°
68
4.1'
8"
11 Y4
16
2.5'
3/a
2.0'
22 Yi
47
3.6'
45°
123
5.0'
12"
11 Y4
32
3.2'
3/a'
2.0'
22 Yz
88
4.5'
3.0'
45'
232
6.1'
2.5'
11 %*
70
4.1'
1"
3.0'
16"
22 YZ
184
5.7'
11/$'
4.0'
45°
478
7.8'
20"
11 Y4
91
4.5'
11/4"
3.0'
22 Yz°
225
6.1'
4.0'
45"
560
8.2'
11 Y4
128
5.0'
1 Y4"
3.5'
24"
22 Yz
320
6.8'
13/$tr
4.5'
45'
820
9.4'
* D = ANCHOR ROD DIAMETER
NOTES:
1. CONCRETE BLOCKING SIZES BASED ON 200 PSI HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE.
2. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4.
4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING.
5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO
MINIMUM 3' COVER.
6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.2
PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR VERTICAL FITTINGS 6/28/202'
Mara. P- h. DATE
Publlc Works Aaminisvac«
SURVEYED:
8Y OTHERS
DESIGNED:
HOLLI HEA VRIN
DRAWN:
MARY U00RE
CHECKED:
HOLLI HEA VRIN
BY DATE APPR APPROVED:
HOLLI HEA VRIN
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 19W
HORIZONTAL- NAD 1983/1991
DATUM
L LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
U
CORPORATION STOP
OB
TUBING
OC
METER SETTER
OD
WATER METER
O
METER BOX
O
COUPLER AND PLUG
O
GRAVEL
•
CITY OF
RENTON
Planning/Building/Public Works Dept.
w
Z
J
F IN UNIMPROVED ROW,
w INSTALL METER BOX
p AT PROPERTY LINE WITH
a 1" COPPER TAILPIECE
SIDEWALK
w
Z
J
F
w CITY PRIVATE
o
a PIPING PIPING
i
21" TO 30"
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
1 Y4" WASHED GRAVEL
PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
STD. PLAN - 320.1
6/28/2023
DATE
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
�zw�
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425511
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER STANDARD DETAILS
O
O
O
N
N
DATE:
O
1011112023
i7LDBOOK:
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DRAWING NO:
C6.31
SHEET: OF:
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CONSTRUCTION RECORD DRA WINGS