HomeMy WebLinkAboutS-411104v
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wz 120 VOLT ELECTRICAL OUTLET FOR
r j HEAT TAPE. INSTALL HEAT TAPE
FOR FREEZE PROTECTION CENTER BACKFLOW
I PREVENTER IN
o REDUCED PRESSURE ENCLOSURE
1
BACKFLOW ASSEMBLY
x (RPBA) 3" MIN.
x O
3" MIN. INSULATED ENCLOSUR
3" MIN. "HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER o
3" MIN.
CONCRETE SLAB z UNION z FINISHED
N GRADE
FINISHED
GRAD � Y r 2DO
DRAIN
SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.)
GRAVEL z
CONNECT TO
N
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW
INSTALLED W/ UPC TO OWNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's.
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
s PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN - 350.2
DEPARTMENT ASSEMBLY IN HOT BOX
MARCH 2O10
TESTING DETAIL
18 FT
NEW D.I. WATER LINE
I II
TAPPING TEE (MJxFL)
TAPPING GATE VALVE (FL XMJ)
TEMPORARY PLUG (MJ) WITH 2-INCH TAP
AND 2-INCH BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
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FINAL CONNECTION DETAIL
NEW D.I. WATER LINE
AFTER ALL CLEANING PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
MODIFIED TAPPING TEE & VA VE DETAIL
(C. 0, R. STD PLAN 300.1)
NOT TO SCALE
PRECAST CONCRETE VAULT WITH 3 - 3'x 3'
ONE EACH SIDE
HINGED STEEL PLATE COVERS. DIMENSIONS
5-8"x 11'-2"x 7'-2" EQUAL TO UTILITY
4" ADAPTER, FL.x SCREWED
VAULT OR EQUAL
4%4"x6" BULL HEAD TEE, FL.
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
6" PIPE FL.x
DRILLED HOLE IN COVER.
FL 2'-0" LO
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
18" FOR 10" ASSEMBLY
5/8"x3/4" SENSUS SRII (TR/PL) METER
17 1/2" FOR 8" ASSEMBLY
WITH ICE REGISTER.
18 1/2" FOR 6" ASSEMBLY
3'-
CITYPRIVATE
\
11'- 2"
z PIPING PIPING
Q
4
TEE (MJ x FL)
GATE VALVE (FL x MS)
5'-
t-TO CITY MAIN
12" ALL. AROUND
CONCRETE
BLOCKING -77
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h■.�.•I��pell��pi���I��e
ALL DETECTOR DOUBLE CHECK VALVE
10", 8" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT
PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN
FROM P.E. COCKS. AND APPROVED
CROSS -CONNECTION CONTROL
10"- S-8" LONG ASSEMBLIES PER DEPARTMENT OF
8"- S-6" LONG HEALTH LATEST APPROVED LIST.
6"- 4'-0" LONG
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESILIENT SEATED
SHUTOFF VALVES.
10", 8", OR 6" FLANGED COUPLING -
ADAPTER EQUAL TO ROMAC.
TOUCH READ PIT LID SENSOR MOUNTED
ON STEEL PLATE COVER THROUGH 2" DIA.
NOTE:
DRILLED HOLE IN COVER.
3"
1.
LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
2.
4" AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT LINED.
18" FOR 10" ASSEMBLY 17
1/2" FOR 8" ASSEMBLY 18
3.
TEMPORARY SUPPORT SHALL RE PROVIDED UNDER
1/2" FOR 6" ASSEMBLY
2 -6
VALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE
5/8"x3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT
TR-PL METER WITH 7'-2"
AND INSTALL ADJUSTABLE PIPE SUPPORT.
ICE REGISTER
4.
INSTALL GALVANIZED LADDER FOR ACCESS.
6" MIN. DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
5.
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN OR MANHOLE
. 2'-11"
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE,
COMPACTED FOUNDATION
6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Ya' GRAVEL
FLARE CAPS.
4"x 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE EQUAL TO GRINNEL
FIG. 1682 WITH HOSE CAPS FIG. 1333.
6" SWING TYPE GRAVITY OPERATED
CHECK VALVE, FL. EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
GROUT (TYP.)
6" PIPE, FL.x FL. SO" LONG
6"& 8" ASSEMBLY. 6" SHORT
m RADIUS 10" ASSEMBLY 8"X6"
I
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
10",8",6" FL x MJ ADAPTOR
10" ASSEMBLY 10"x10"x8"TEE FL.
8" ASSEMBLY 8"x8%6" TEE, FL. 6"
ASSEMBLY 6'x6%6" TEE, FL.
10", 8", OR 6" GATE VALVE, FL.x MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE (MUELLER CO. OR
EQUAL), PAINTED RED.
10 8", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
PIPE
x S
N6"
90° BEND FL.-
GALVANIZED
STEEL LADDER
`ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
TY 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
e�� PUBLIC WORKS
' "'•` ` DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
��NT°� INSTALLATION MARCH 2O10
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INLE
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FRAME AND GRA TE
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STRAP
4o TO WALL °
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8" 4
0
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TYPE I CB
T-SECTION
d
OUTLET PIPE
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OIL WA TER SEPARA TOR
Orel
NOT TO SCALE
REVISION
RECESSED
LIFT POCKET
UEW
LI 1,
T
2-1/4"
14"
12-3/4"
ill
12-1/4'
CAST IRON RING AND
Not to Scale
FRAME
i'_n" r%IAlICTCM )'-n"
NOTES:
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0- SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
DR
JABLE
STD. PLAN - 403.1
% PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:
IL7K,M DEPARTMENT FOR SANITARY SEWER MAIN 1
we�a ,u "" ` D
SURVEYED:
ROBERT WEST
DESIGNED:
GINA BROOKS
DRAWN:
DA AID VAUGHN
CHECKED:
GINA BROOKS
BY DATE APPR APPROVED:
GINA BROOKS
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
EX. SEWER MAIN
PROPERTY LINE
(LENGTH AS NEEDED)
i
---SPOOL
o
6" SEWER STUBE
M
FUTURE 4" SIDE SEWER
➢C---------�
I
2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE
6" CAP WHITE WITH THE WORD "SEWER" STENCILED
Li I
IN 3" HIGH BLACK LETTERS AND j/6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.)
a
3.
0j !
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
_ (
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
� '
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
I
(SEE STD. PLAN 1,03.1 FOR INSTALLATION)
r---------
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--
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
-J
BEND AS
& PLUG (OR APPROVED EQUAL)
REQUIRED
-EXISTING SANITARY
::a
SEWER MAIN `2.0% MIN. SLOPE
`
` FUTURE 4" SIDE SEWER
�\ 6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
\`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE S VrR CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 PSI MIX /ph
CONCRETE P G
• +. � PNG GK�N
BLOCKING �t� 15 % 1 Ora
GaN_ 2% MIN SLOPE
HORIZONTAL
6" TEE
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING AN
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
Nam: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -406.1
DR]UBLIC WORKS APP VED:
DEPARTMENT INSTALLATION21 O
Nkff (SEWER MAIN TO PROPERTY LINE) m DA
Nl��
CIVIL ENGINEERING k
eC !E LANDSCAPE ARCHITECTURE W
PLANNING
DESIGN SURVEYING
W
CORE JOB NO 18227 V
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
2/3/23 (DESIGN ONL`I')
Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �Z
S-41.1104
W-4111 04
CITY OF
RENTON
Planning/Building/Public Works Dept.
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`(IDDIERESEARCH DAYCARE CENTER DATE:
MAR. 2020
J123 NE SUNSET BL VD nELDBOOK: \
RENTON, WA 98056 PAGE: O
DRAWING NO:
C5.33
WA TER AND SA NITA R Y SEWER DETAILS SHEET: 18 OR 21