HomeMy WebLinkAboutR-408541n
N
THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE
DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY
4" FL.x'.E. DUCTILE RON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 'B" EROM P.E. AS SUPPLIED BY TOUCH READ PIT LID SENSOR
PACIFIC WATER WCRKS SUPPLY CO INC. MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
PRIVATE CITY INSTALL EPDXY NON -SHRINK GROUT
P PING PIPING 12"
_ 3'-4"
LONG T-0" 4" DUCTILE IRON CLASS 53. P.E.xP.E. PIPE.
TEE (MJ x FL) CEMENT LINED, LENGTH TO FIT.
�. GATE VALVE DEADMAN BLOCK REQUIRED
(FL x MS) 2'-4„ 1 " -
4'-8" -_
C_ TO BUILDING
2'. 4„ 2"
CONCRETE BLOCKING 12" ,ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST.
INDICATOR POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE, PAINTED RED.
4" FLANGED COUPLING ADAPTER EQUAL TO
ROMAC.
.A__ DETECTOR DCLBLE CHECK VALVE ASSEMBLIES
SI IALL N;; JDL dLSI L\I LATED S•U'OFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VA_VES AND T_ST COCKS AN CAPS AND RESILENT SEATED SHUTOFF VALVES.
APPROVED CROSS CDNNECLON CONTROL
ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST.
PLAN
TOUCH READ PIT LID SENSOR
U UPRECAST CONCRF-F VA,:LT WITH 2 - Tx3' HINGED MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4'-B' x 7'-0" x 7' 0" COVER THROUGH 2" DIA.
UTILITY VAU_- CO. 577-LA OR EQUAL. -GALVANIZED DRILLED HOLE IN COVER.
STEEL LADDER
r3„
1 6' TO 46"
INSTALL EPDXY q•_3••
NON -SHRINK GROUT
(TYP.) I
7'-0" -�
,
12"
..
I
_12„
2'-9�
CONCRETE SUPPORT
e
PADS OR ADJUSTABLE 1
PIPE SUPPORTS.
ELEVATION
NOTE:
6" MIN- DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM
INSTALL GALVANIZED LADDER FOR ACCESS.
AFTER FIELD IN5TALLA-ION, MAIN DDCVA AND BY-PASS
COMPACTED FOUNDATION
DCVA MUST BE TESTED SATISFACTORI_Y BY A DEPT. OF
GRAVEL
HEA TH C-R 11 E) 3ACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TC CITY OF RENTON WATER
U-ILITY ENGINEERING DFP-.
PRIOR TO ACTIVATION OF NEW LINE. INSTALL Y" FLARE
TEST COCKS WITH Y4" FLARE CAPS.
+► f PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD. PLAN - 360.3
'`•` ` DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2O10
OUTSIDE BLDG DDCVA
f 1 0 FT
X'STING WATER LINE
TESTING DETAIL
STING TEE, DEAD END LINE, CAP OR PLUG
NOT DISTURB BLOCKING
NEW WATER LINE
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1 -BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE MJ
AND D.I. SPOOLS ( )
FINAL CONNECTION BY CITY FORCES
�n^�+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP
"f'FN,ip� MAk01i 2010
EXISTING END LINE CAP CONNECTION
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
1111SHED GRADE ELEVATION
IINST.e.,LL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) /
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
( NEW WATER MAIN POLYPIG ^
-.
I
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VER-ICA_ CROSS (M" X FL)
ONE BLI\D FLANC= ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLI\D FLANGE ON BOTTOM OF CROSS
ONE PLUG 'MJ) C\ END OF CROSS
CONCRETE B_CCKING
ALL D-BRIS A\D POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
n PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS
biAkCli 2010
POLY PIG STATION
OFI RE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
CCIVFRESS ON -Y-E SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTJRION 20C, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEA`TLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780-563 DTV1 ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQJA_. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRFCTED Bv RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE JSED L-- REOU RED.
f MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
ac EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION
BACK OF SIDEWALK AS REQUIRED.
fCONCRETE SIDEWALK --- RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP / STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOCKING
Y
CONCRETE
THRUST BOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
r 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI-
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MNINUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE B_AINNC; 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UN-iFR HYDRAN- POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GRFIUND
MIN 3' RADIUS MIN 3' RADIUS
iL
ONE MAN ROCK
D
s
6" CONCRETE PAD 6" CONCRETE PAD
41,
im
CUT FILL
HYDRANT I OCATION IN CUT OR FILL
Y.
n o' PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
,11AI{Cli 2010
FIRE HYDRANT CONNECTION
NTS C5.2 NTS C5.2 NTS C5.2 NTS
13%24" PLASTC M -ER BOX ECLAL TO MID -STATES PLASTIC,
INC BC" SERIES MSBCF 1324 '8 WITH 1.75" THICK DUCTILE CITY PRIVATE
IRON DIAMOND PLATE COVER -QUA O MID -STATES PLASTICS,
INC. VSC3C-1324-R WILT1 REACER LID AND 2" DRILLED HOLE PIPING PIPING
FOR TOUCHREAD PIT LID (SEE )ETAI_ A -A)
K I IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
W LONG COPPER TAILPIECE. w
9" MIN a I SIDEWALK a
12" MAX
-WISH GRADE rr _
z ¢ rc TOUCHREAD WATER
- 0 \ METER TO BE
O SUPPLIED BY THE 12" z
36" MIN COVER n" CITY ` s>
J TYPE "K" SOFT o
' COPPER TUBING
j;
NEW DUCTLE
IRON
WATFRMA!N
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-3-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
- CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METR_L FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK ..DINT McDONALO BRASS: 21-415WC0044, OR MUELLER: 1-8-2470-2
(3/4" FB1000-3-0) OR AY VCCCNALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONAI_D 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT,
NO -.
AL.. MFTFR BOXFS INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CASI-IRON EQUAL 0 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
3011- SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) 70UCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
�t
TYPICAL
RIB
I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RB.
�Y
PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
n
`. �'•` �` DEPARTMENT
NOVLIMBEI{ 20UD
1" WATER SERVICE
A PLAN VIEW A
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
"WATER"
OPERATING NUT
12" MIN
r_,'�,.'=_"•'" CAST INTO IT
18" MAX
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
1/8" MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
�-
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPc_RAIION NUI EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FIN S-IED GRAD__. EXTENSIONS ARE TO BE A
MINIMIJM 0= ONE (1) FOOT LONG. ONLY ONE
EXTENSION -0 BE USED PER VALVE,
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, S ZLD AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
-0 GARSONITE UTILITY MARKER
VALVE MARKER PCS- TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
a%..
T � _
} 3„
38" MIN.
WIDTH
WHITE POST
- - 62"
j
I Ti
24"
VALVE MARKER POST
Y PUBLIC WORKS VALVE BOX, MARKER &OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
ter. MARCH 2010
WATER VALVE BOX
NTS C5.2 NTS
co errs
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
uj
ph 206.596.7115
uj coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
2
! 4�_
11-1/4" BEND 22-1/2' BEND 45' BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FQR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90`
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
FITTING
BEND TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
BEND
1-)
BEND
4'
7.0 42
42
1.7
2.9
2.1
2.1
2.2
1:6
1.6
1.0
6"
13.3 9.4
9.4
3.8
6.7
4.7
4.7
1.9 1 5.0
3.5
3.5
1.4
8"
23 .3 "6,7
16 ?
6.7
11.7
8.4
8.4
3.4 1 8.8
6.3
613
2 3
12"
53.0 3Z5
37.5
15.0
26.5
18.8
I&B
7.5 120.0
14.0
14.0
5.6
AREAS CALCULA. _D ON 300 PSI TESI PRESSURE. S-0- MIN. COVER FOR WAIERMAIN LESS THAN 12".
4'-D" MIN. COVER FOR WATERMAIN 12' OR GREATER.
MAX. HEIGI-- ::- IHRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
1RU5T BLOCK BEARING
TEA REFERS TO THE
ICE DF FLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN, 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. AL_ BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. B_CCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA.
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
Tt ° CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPAh''PMENT VERTICAL BENDS
MARCH 2010
CONCRETE THRUST BLOCKING
NTS
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
E.ARTI, SIZE OF BLOCK TO BE DETERMINED DASED ON TEST
PRESSURE OF WATER LINE .AND SOIL CHARACTERISTICS.
,`�, ,R ,•skCAST
IRON CAP OR PLUG WITH
�.�
2" IPS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
WATER MAIN
I
2" GALVANIZED IRON PIPE
-
AS REQUIRED.
2" CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED
IRON PIPE. 12"
LONG.
PLAN
TWO PIECE CAST IRON VALVE, BOX I
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
2" CA_VAN ZE IRON PIPE 12" 1 ONG
VALVE NUT EXTENSION IF REQUIRED
;SEE DWG BR46 / PACE B090)
/ INSTALL 2" 90- ELBOW, SCREWED
-� 2" PLUG, SCREWED
i _- 2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
- ✓ SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
1 STD. PLAN - 340.2
1' Gr
°+ PUBLIC WORKS_ 2" BLOW -OFF
ll1PAP.I'MENT TEMPORARY ASSEMBLY
MAR(.I1 �010
2' BLOW OFF ASSEMBLY
NTS
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
+_ CITY OF
RENTON
Planning/Building/Public Works Dept.
CO
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R-408541
W-408505 w
75
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
2
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CITY OF RENTON CML DETAILS
>z
O
W
DATE:
7/29/19 V
FELDBOOK:
PAGE: O
DRAWING NO: J
C5.2 `J
SHEET: OF:
19 35