HomeMy WebLinkAboutR-419937Ld
120 VOLT ELECTRICAL OUTLET FOR
HEAT TAPE.
INSTALL HEAT TAPE
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FOR FREEZE
PROTECTION
CENTER BACKFLOW
Of
PREVENTER IN
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REDUCED PRESSURE
ENCLOSURE
a
BACKFLOW ASSEMBLY
(RPBA)
b 3" MIN.
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3" MIN.
3" MIN.
INSULATED ENCLOSUR
"HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
=
MANUFACTURER
O
f 3" MIN.
CONCRETE SLAB
z
UNION
: FINISHED
N GRADE
FINISHED
GRAD
N
rZ
DRAIN TE
z SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.)
GRAVEL z
CONNECT TO N
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW -
INSTALLED W/ APP'D. 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.
t T ° STD. PLAN - 350.2
n PUBLIC WORKS REDUCED PRESSURE BACKFLOW
+ DEPARTMENT ASSEMBLY IN HOT BOX
MARCH 2O10
C800, C812
TESTING DETAIL
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I NEW WATER LINE
oM EXISTING WATER LINE
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Q EXISTING TEE, DEAD END LINE, CAP OR PLUG \
DO NOT DISTURB BLOCKING
m VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
Q 1-BLIND FLANGE ON BOTTOM
N 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
% TEMP. BLOCK
FINAL CONNECTION DETAIL
j NEW WATER LINE
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o EXIST. WATER LINE O
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AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
n
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
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FINAL CONNECTION BY CITY FORCES
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e► PUBLIC WORKS
�•`O DEPARTMENT
STD. PLAN - 300.5
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
4
MARCH 2O10
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801, C�1� C835
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CONSTRUCTION RECORD
DRAWINGS
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THESE RECORD DOCUMENTS
HAVE BEEN
PLAN
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ELEVATION
MIN
Aouu 3"
T010 " DCVA STD. PLAN - 350.1 Sht. 1 of 2
PUBLIC WORKS APPROVED:
DEPARTMENT VAULT INSTALLATION
DOMESTIC AND IRRIGATION SERVICES DATE
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 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)
I
\ NEW WATER MAIN POLYPIG
1 i>
VERTICAL CROSS FOR POLYPIGGING STATION
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE 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 BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
STD. PLAN - 300.6
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF
"'•` DEPARTMENT WATER MAINS
p$ MARCH 2O10
I Michael Ruether (THE
I Dakota S imurdak (THE
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
E
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL CONSTRUCTION PERMIT
X
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
3
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL CONSTRUCTION PERMIT REVISION
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
ACCURACY OF THE INFORMATION PROVIDED
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BY THE CONTRACTOR'S AS -BUILT REDLINES.
N0.
REVISION
O X
C834, C835
NOTES:
1. THE DCVA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE",
PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH.
2. THE DCVA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY
THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON
WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV.
3. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
4. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
5. TEE AND GATE VALVE REQUIRED ON MAIN.
6. PROVIDE MINIMUM 2' OF LEVEL, UNOBSTRUCTED AREA AROUND HATCHES.
7. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER WITH DESIGNATION OF RESILIENT SEAT: SUCH AS "RS" OR "R", WHICH MUST BE
CAST, MOLDED, OR AFFIXED ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUS BODIED VALVES SHALL BE COATED WITH A
MINIMUM OF 4 MILS OF EPDXY OR EQUIVALENT POLYMERIZED COATING.
MATERIALS
ODOUBLE
CHECK
VALVE ASSEMBLY
OB
PIPE SUPPORT
O
ADAPTER
O
WATER MAIN
OE
WALL FLANGE
OF
CONCRETE VAULT
OG
DRAIN
OH
ACCESS HATCH
OI
LADDER
10
GRAVEL
LINE -SIZED WASHINGTON STATE -APPROVED DCVA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND
FOUR (4) RESILIENT -SEATED TEST COCKS, DCVA SHALL BE INSTALLED EQUIDISTANT FROM THE ENDS OF THE
CONCRETE VAULT, TWO (2) VALVE SUPERVISORY SWITCHES (ONE PER VALVE) PER RRFA REQUIREMENTS
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL
CLASS 52 DI PIPE (PExFL) WITH RESTRAINED JOINTS
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7, SEAL PIPE PENETRATIONS WITH
WATER -TIGHT GROUT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE ABOVE, OR EQUAL
MINIMUM 6" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE
MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE ABOVE, OR EQUAL
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
VAULT MODEL NUMBERS
DCVA SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
644-LA
NO.644-B
N/A
NO.64-352P
HHD-1C
4"
575-LA
NO.575-BL
N/A
NO.57-2-33F
HHD-1C
6"
577-LA
NO.588-BL
N/A
NO.57-2-33F
HHD-1C
8"
4484-LA
NO.4484-BL
NO.4484-ML
NO.4484-TL-2-332P
HHD-2D
10"
5106-LA
NO.5106-BL
NO.5106-ML
NO.5106-TL3-332
HHD-2D
�� " STD. PLAN - 350.1 Sht. 2 of 2
.} PUBLIC WORKS 3 TO 10 DCVA APPROVED:
DEPARTMENT VAULT INSTALLATION
DOMESTIC AND IRRIGATION SERVICES DATE
PROFILE
24"
MIN
MATERIALS
OA
WALL FLANGE
MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE
ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING
CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN
OB
BLOCKING
ENGINEER (MINIMUM 24N24N6")
(C
CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH
PIPE PENETRATION
WATER -TIGHT GROUT
OD
GRAVEL
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
It PUBLIC WORKS CONCRETE BLOCKING
DEPARTMENT ADJACENT TO VAULT
CMK
10/19/21
TJE
S"
CMK
12
20
21
TJE
DESIGN .
CMK
CMK
02 18 22
TJE
CB
06
17
22
TJE
DRA": DC, JYL
CB
12
20
23
TJE
CHECKED:
CEI
BY
DATE
APPR
APPROVED:
TJE
STD. PLAN - 370.4
Call 811 �0_?O si(
• ® two business days
before you dig
SC&E:
VERTICAL: NAVD 1
AS SHOWN HORIZONTAL: NAD tee/teat
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE
10/14/2024
C800`,C812
MARKER MARKER
o
I
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
I I .
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
4'
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
o
o�
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
C e
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN - 310.3
• PUBLIC WORKS
DEPARTMENT HYDRANT MARKER LAYOUT
�FN,To� MARCH 2010
PLAN
F------ -T- ------
I I
I I-16" -I I
1 I I
I
WHINGE ACCESS HATCH HINGE�I
1 (SEE NOTES 4 & 5)
I I I
I I I
I I I
I I I e
L--------1--------
. 4 . 4
FIRST STEP -
8" TO 12" BELOW TOP OF COVER
CONCRETE MECHANICAL ANCHOR BOLT,
GALVANIZED OR STAINLESS STEEL (TYP.)
SIDE RAIL AND BRACKET
1%" x K" GALVANIZED STEEL (TYP.)
RUNG, NO. 8 DEFORMED REINFORCING
BAR CONFORMING TO ASTM A615
4" MIN PVC DRAIN
TO DAYLIGHT OR STORM DRAIN SYSTEM,
PROFILE
1" MAX
3" MIN
o
d
Li
0
12" (TYP.)
0
d
WIRE MESH RODENT SCREEN OVER DRAIN
NOTES:
1. VAULTS SHALL ONLY BE INSTALLED IN SHOULDERS, SIDEWALKS, OR LANDSCAPED AREAS. VAULTS SHALL NOT BE INSTALLED IN AREAS
WITH VEHICULAR TRAFFIC. VAULT COVER SHALL READ "WATER".
2. LADDER TO BE SECURED TO VAULT WALL ATTHREE LOCATIONS: TOP, MIDDLE, AND BOTTOM.
3. ALL LADDER PARTS TO BE GALVANIZED CONFORMING TO ASTM A123.
4. ACCESS HATCH SHALL BE LOCKING ALUMINUM DOUBLE DOORS, LW PRODUCTS CO. MODEL HHD-1C OR HHD-2D AS REQUIRED, RATED
FOR H-30 LOADING WITH A SLIP RESISTANT TREATMENT AS FOLLOWS:
THERMION, SAFTRAX TH604 GRADE #2 MODERATE TEXTURE
SUPNOT, GRIP PLATE GRADE 2 (MEDIUM) STEEL
HARSCO IKG, MEBAC#1
GRATING PACIFIC, ALGRIP SLIP -RESISTANT FLOOR PLATE
5. HATCHES SHALL INCLUDE RECESSED PADLOCK HASP SIZED FOR CITY OF RENTON WATER UTILITY PADLOCKS (CONTACT LW PRODUCTS).
6. LADDER -UP ATTACHMENT REQUIRED ON ALL VAULT LADDERS, BILCO LADDERUP TYPE LU-2.
STD. PLAN - 370.5
PUBLIC WORKS APPROVED:
DEPARTMENT VAULT LADDER
DATE
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
Aoftk
CITY OF
1;%R] RENTON
VASOF
Planning/Building/Public Works Dept.
C800, C812, C813
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R-419937
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W-419908 w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
CC
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RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FlELDBOOK: PAGE OI__
DRAIMNG NO:
C832 W
STANDARD WATER DETAILS SHE. 37 '44 10�