HomeMy WebLinkAboutW-425511EXISTING
WATER MAIN
TESTING CONNECTION
- POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
NEW DI WATER MAIN
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
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(2) DI SPOOLS
(1) LONG BODY DI SLEEVE (MJ)
NEW DI WATER MAIN
NOTES:
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
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT CUT -IN TEE AND THREE VALVES
VALVE BOX AND LID
SECTION A -A
c
8" TO 12"
r, f 12" yj
MATERIALS
MAIN
STD. PLAN - 300.3
Marcie vssencha DATE
Public Works AEminis"atm
VALVE OPERATING NUT EXTENSION
2" SQUARE
OPERATING NUT
4 i/4" DIAMETER
1/8" MIN THICKNESS
IETER STEEL,
I AS REQUIRED
vyR lvnry 1 n1�nlvt»
2i/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
TWO-PIECE VALVE BOX WITH REGULAR
BASE SECTION TO FIT AND STANDARD 8"
34"
OA
VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH #045 (NON -LOCKING)
3"
MIN
E
COVER TO MATCH VALVE BOX
VALVE BOX LID
MANUFACTURER, TO READ "WATER",
i
62'
WITH EARS IN DIRECTION OF WATER
xA
MAIN
8" THICK HMA FOR VALVE IN PAVED
24
�\
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
E
O
MARKER POST
BARB AND BLUE LABEL TO READ
NOTES:
"WATER", CARSONITE UTILITY MARKER
CRM3-066-08 OR EQUAL
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, STD. PLAN - 330.7
PUBLIC WORKS APPROVED:
DEPARTMENT OPERATING NUT EXTENSION,
AND MARKER POST 6/28/2023
Marcie v, u DATE
vublm wo.rks m Aemme"mm
IVU 1 tz":
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.
MATERIALS
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 51/4" MVO,
OA
HYDRANT
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.
OB
TEE
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
OC
VALVE
6" GATE VALVE (FLxMJ)
OD
VALVE BOX
VALVE BOX AND LID PER STD PLAN 330.7
OE
PIPE
CLASS 52 DI, LENGTH TO FIT
OF
JOINT RESTRAINT
MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS
OG
GRAVEL
1 Y4" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
OH
CONCRETE BLOCK
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
OI
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
JO
SHEAR BLOCK
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
O
PAVEMENT MARKER
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
� .}; PUBLIC WORKS
'+" DEPARTMENT
0
FIRE HYDRANT ASSEMBLY
APPROVED:
6/28/2023
_
Pub-d DATE
llc Works AEminiscracor
90° BEND
CAP / PLUG
TEE
n
45° BEND
C
221/2° BEND
111/4° BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR(PSI)
O
O
O
D
O
4
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/M
NONE
6
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
81,
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
SAFE BEARING LOAD (PSF
MUCK OR PEAT
0
SOFT CLAY
1,000
SAND
2,000
SAND AND GRAVEL
3,000
CEMENTED WITH CLAY
4,000
HARD SHALE
10,000
I OTES:
MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
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.
1. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.1
• PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2023
Martin Pastucha DATE
Public Works Atlminirtrator
or
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
111/4° AND 221/2 ° BENDS
FPIPE CLAMP AND
ANCHOR ROD
L
L A
e
A�
45° BEND
FPIPE CLAMP AND
ANCHOR ROD
A
FINISHED GRADE 9" TO 12"
e °
\ 24" TO 30"
A /y
-�22 Y2
MAIN
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
w
w
J
r
IN UNIMPROVED ROW,
J
F-
CC
INSTALL METER BOX
w CITY PRIVATE
p
AT PROPERTY LINE WITH
p
a 1
1" COPPER TAILPIECE
a PIPING PIPING
- SIDEWALK �
I�
12"
21" TO 30"
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
OA
CORPORATION STOP
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
OB
TUBING
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
OC
METER SETTER
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
OD
WATER METER
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
OE
METER BOX
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
OF
COUPLER AND PLUG
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
�G
GRAVEL
1 i/4" WASHED GRAVEL
PIPE
SIZE BEND
MINIMUM DIMENSIONS
VOLUME
(CF)
A
D
L
11 V4°
8
2.0'
3/4"
1.5'
4"
22 Yz°
11
2.2'
% l
2.0'
45°
30
3.1'
6"
11 Y4
11
2.2'
3/a'
2.0'
22 Yz°
25
2.9'
45°
68
4.1'
8"
11 Y4"
16
2.5'
3/4"
2.0'
22 Yz°
47
3.6'
45°
123
5.0'
12"
11 Y4*
32
3.2'
3/a'
2.0'
22 Yi
88
4.5'
3.0'
45°
232
6.1'
25
111/4
70
4. 1'
1"
3.0'
16"
22 Yz°
184
5.7'
11/$ir
4.0'
45°
478
7.8'
20"
111/4"
91
4.5'
11/4'.
3.0'
22 YZ
225
6.1'
4.0'
45°
560
8.2'
11 Y4
128
5.0'
1 Y4"
3.5'
24"
22 YZ
320
6.8'
13/$rr
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.
}, PUBLIC WORKS
DEPARTMENT
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
SURVEYED:
BY OINERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
HOLL/ HEAI/RlN
3
REVISED PER CITY COMMENTS
KEL
0/11/2
HHH
DRAWN:
MARY U00RE
CHECKED:
HOLLI HEA I/RIN
NO.
REVISION
BY
DATE
I APPR
I APPROVED:
HOLLI HEA l/RIN
CONCRETE BLOCKING
FOR VERTICAL FITTINGS
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL' NAVD 198E
HORIZONTAL* NAD 1983/1991
DATUM
STD. PLAN - 330.2
M... Partuch. DATE
Publlc Works ACminiscracw
CITY OF
RENTON
vassiv
Planning/Building/Public Works Dept.
PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
STD. PLAN - 320.1
�-' 6/28/2023
siscracm DATE
O
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425511
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
Pz
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
O
TOWNS ON 12TH DATE
1011112023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
WA TER STANDARD DETAILS C6.31
SHEET: OF:
58 93