HomeMy WebLinkAboutzW-4229setA PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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IE=19.76, 12 "CPP E
IE=19.76, 12 "CPP S
IE=20.38, 6"PVC W
STORM CATCH BASINfi
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RIM=22.55
IE=20.28, 6"PVC W
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COMPOSITE UTILITIES PLAN (PRIVATE AND PUBLIC)
SCALE: 1"=20'
• Call 811
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REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
s�-
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oNr- "NO PARKING"
CHAINLINK FENCE
X �k' STORM VAULT W/OIL WATER SEPARATOR
3 LIDS. UNABLE TO OPEN 2 OUTER LIDS
RIM=24.08
TOP OF BAFFLE=21.78
TOP OF VERT. TEE=21.55,
BOTT. OF VERT. TEE=18.58, 12"PVC W
TOP OF PIPE=20.9f, 12"PVC E,
UNABLE TO MEASURE IE
WATER LEVEL=19.98
BOTT. OF STRUCT.=17.53
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TPN 3340402755
AZULq PROPERTIES LLC
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VACATED R RENTON I I
5 8 PER CITY OF 4-68
�RDINANCE 0j150313
I REC.
NO 1997
29
LEGEND
PROPOSED FEATURES-
W
DOMESTIC WATER
SERVICE
F
FIRE SPRINKLER SERVICE
WATER METER
FIRE DEPARTMENT
CONNECTION
W
FIRE HYDRANT
SS
SANITARY SEWER
PIPE
®
SANITARY SEWER
MANHOLE WITH ACCESS LOCATION
•
SANITARY SEWER
CLEANOUT
N
GATE VALVE
►
THRUST BLOCK
GENERAL NOTES
1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C.
2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND
WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C,
RESPECTIVELY.
3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION.
4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION.
5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION
FROM MAIN LINE TO PROPERTY LINE.
6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM
PROPERTY LINE TO BUILDING CONNECTION.
7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION.
8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK
INSTALLATION.
9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON
FORCES.
KEY NOTES
2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.3C.
6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD.
PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT.
B� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN.
4� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN.
5� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK.
%" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C.
7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD.
PLAN 340.8/C5.3C.
SEE L2.00 FOR IRRIGATION PLAN
OIL WATER SEPARATOR PER DETAIL 500/C5.2C
10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C
11 INSTALL RPBA PER STD PLAN 350.2/C5.4C
12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE
THRUST BLOCK
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05 46449 4
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CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
4;i9'4t2903 W-422901 R-422952
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ENJ:nders
PMENT ENGINEERING 05/08/2023
NORTH
HORIZONTAL SCALE: 1"=20' WASTEWATER UTILITY'
20 0 20 40 jstowell05/09/2023
SCALE: DATE:
VERTICAL: AD 1 1988
83/1 • BROTHERTON CADILLAC - RENTON
AS NOTED HORIZONTAL: NAD 1983/1991 CITY Y O F
FIELDBOOK:
RENTON PAGE:
ONE INCH DATU M • DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. COMPOSITE UTILITIES PLAN C4.00
IF NOT ONE INCH
SCALE ACCORDINGLY (PRIVATE AND PUBLIC)
SHEET: OF:
26 39
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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SANITARY POINT F CONNECTION
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FORCEMAIN L Py ��0� 2396 2
STORM CATCH BASIN
TYPE I
RIM=23.66
IE=19.65, 12 "CPP N
IE=19.76, 12 "CPP E
IE=19.76, 12 "CPP S
IE=20.38, 6"PVC W
STORM CATCH BASINfi
TYPE I
RIM=22.55
IE=20.28, 6"PVC W
IE=20.02, 12"CPP N
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WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE)
SCALE: 1 "=20'
• Call 811
• m two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
s I —
S
oNr- "NO PARKING"
CHAINLINK FENCE
x —STORM VAULT W/OIL WATER SEPARATOR
3 LIDS. UNABLE TO OPEN 2 OUTER LIDS
RIM=24.08
TOP OF BAFFLE=21.78
TOP OF VERT. TEE=21.55,
BOTT. OF VERT. TEE=18.58, 12"PVC W
TOP OF PIPE=20.9f, 12"PVC E,
UNABLE TO MEASURE IE
WATER LEVEL=19.98
BOTT. OF STRUCT.=17.53
I
TPN 3340402755
AZULq PROPERTIES LLC
I I
I
)
VACATED R RENTON I
5 8 PER CITY OF 4668
�RDINANCE 0j150313
REC.
NO 1997
29
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE IN,
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
C TY OF
RENTON
PROPOSED FEATURES-
W
DOMESTIC WATER
SERVICE
F
FIRE SPRINKLER SERVICE
WATER METER
FIRE DEPARTMENT
CONNECTION
W
FIRE HYDRANT
SS
SANITARY SEWER
PIPE
®
SANITARY SEWER
MANHOLE WITH ACCESS LOCATION
•
SANITARY SEWER
CLEANOUT
N
GATE VALVE
►
THRUST BLOCK
GENERAL NOTES
1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C.
2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND
WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C,
RESPECTIVELY.
3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION.
4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION.
5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION
FROM MAIN LINE TO PROPERTY LINE.
6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM
PROPERTY LINE TO BUILDING CONNECTION.
7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION.
8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK
INSTALLATION.
9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON
FORCES.
KEY NOTES
2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.3C.
:� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD.
PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT.
B� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN.
4� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN.
5� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK.
%" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C.
7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD.
PLAN 340.8/C5.3C.
SEE L2.00 FOR IRRIGATION PLAN
OIL WATER SEPARATOR PER DETAIL 500/C5.2C
10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C
11 INSTALL RPBA PER STD PLAN 350.2/C5.4C
12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE
THRUST BLOCK
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CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
S-422904 I W-422902
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING A018t&�'
IL
NJanders 05/08/2023 %jl
WASTEWATER UTILITY
jstowell 05/09/2023
BROTHERTON CADILLAC - RENTON
Plan ning/Building/Public Works Dept. WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN
(PRIVATE)
DATE:
FIELDBOOK:
PAGE:
C5.0C
SHEET: OF:
27 39
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
LEGEND
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STORM CATCH BASIN
TYPE I
RIM=23.66
IE=19.65, 12"CPP N
IE=19.76, 12 "CPP E
IE=19.76, 12 "CPP S
IE=20.38, 6"PVC W
STORM CATCH BASINfi
TYPE I
RIM=22.55
IE=20.28, 6"PVC W
IE=20.02, 12"CPP N
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TELEPHONE —
RISER
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RIM=22.06
IE=16.44, 6"PVC E
IE=16.36, 6"PVC W
"NO PARKING"
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WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC)
SCALE: 1"=20'
• Call 811
two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR �APPROVE DC
D
"NO PARKING"
CHAINLINK FENCE
x 2�STORM VAULT W/OIL WATER SEPARATOR
3 LIDS. UNABLE TO OPEN 2 OUTER LIDS
RIM=24.08
TOP OF BAFFLE=21.78
TOP OF VERT. TEE=21.55,
BOTTT, OF VERT. TEE=18.58, 12"PVC W
TOP OF PIPE=20.9f, 12"PVC E,
UNABLE TO MEASURE IE
WATER LEVEL=19.98
BOTTT, OF STRUCT.=17.53
TPN 3340402755 i
AZULEj PROPERTIES LLC
----VA �F -0 W. N
5 8 PEORCITANITYCE #
RCC NO. 199707150313
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
CITY OF
RENTON
PROPOSED FEATURES-
Wy
DOMESTIC WATER
SERVICE
F
FIRE SPRINKLER SERVICE
WATER METER
FIRE DEPARTMENT
CONNECTION
Y
FIRE HYDRANT
SS
SANITARY SEWER
PIPE
®
SANITARY SEWER
MANHOLE WITH ACCESS LOCATION
•
SANITARY SEWER
CLEANOUT
N
GATE VALVE
►
THRUST BLOCK
GENERAL NOTES
1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C.
2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND
WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C,
RESPECTIVELY.
3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION.
4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION.
5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION
FROM MAIN LINE TO PROPERTY LINE.
6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM
PROPERTY LINE TO BUILDING CONNECTION.
7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION.
8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK
INSTALLATION.
9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON
FORCES.
KEY NOTES
2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.3C.
2� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD.
PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT.
3� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN.
4� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN.
:� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK.
3/" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C.
7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD.
PLAN 340.8/C5.3C.
SEE L2.00 FOR IRRIGATION PLAN
OIL WATER SEPARATOR PER DETAIL 500/C5.2C
10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C
11 INSTALL RPBA PER STD PLAN 350.2/C5.4C
12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE
THRUST BLOCK
sitts&hill
6u9
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
W-422905
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING A018t&�'
IL
Wanders 05/08/2023 %,�#1
BROTHERTON CADILLAC - RENTON
Planning/Building/Public works Dept. WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN
(PUBLIC)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C5.1C
SHEET: OF:
28 39
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
B. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ti�Y o PUBLIC WORKS
WATER PLAN GENERAL NOTES STD. PLAN - 300.0
DEPARTMENT
MARCH 2O10
SHACKLE RODS
r^� T pPE^ A BLOCKING A ocA nc
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TYPE B
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PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
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�`•` DEPARTMENT FITTINGS
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13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
36" MIN COVER
NEW DUCTILE
IRON
WATERMAIN
9" MIN
12" MAX
FINISH GRADE
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CL
a I SIDEWALK a
TOUCHREAD WATER
METER TO BE
PRIVATE
PIPING
SUPPLIED BY THE 12 z_ x w
CITY � >
TYPE "K" SOFT o
� COPPER TUBING `�'�
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
L 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-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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 RIB.
ZY
PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
+ � +
j DEPARTMENT
NOVEMBER 2009
NOTE: WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. WATER METER PERMIT REQUIRED
LiJ
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0l0
� DIRECTION OF FLOW
3„
(MIN.)
I I -
I
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
X
Q 3"MAX.
Z_ CO Z_
0 0
6"MIN.
o 0
O
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'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 DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA 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 SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
+ i PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
�- DEPARTMENT RESIDENTIAL FIRE SPRINKLER
�Nzo MARCH 2O10
• Call 811
• 0 two business days
before you dig NO.
PLAN VIE
WATER
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12' MIN,
18" MAX,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
12"
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
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3�
T 3»
38" MIN.
WIDTH
WHITE POST
-I 62"
IIIIIIIIIIIII IIII
II I I- TI it
24"
I
VALVE MARKER POST
� Y �a.►�� PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
MARCH 2O10
PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE
HINGED STEEL PLATE COVERS. DIMENSIONS
5-8% 11'-2% 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED
VAULT OR EQUAL 4"x4"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
71,- 2„
CITY PRIVATE
2: PIPING PIPING
a
TEE (MJ x FL)
3'-2' 6" 90' BEND FL.
GATE VALVE (FL x MS) Z�-
5,- 8,.
-TO CITY MAIN
12" ALL AROUND
CONCRETE
BLOCKING
ALL DETECTOR DOUBLE CHECK VALVE
10", B" OR 6" FL.x P.E. ASSEMBSEATED SHUTOFF VALCLUDE AND T PLAN
PIPE WITH COLLAR 18" COCKS. AND APPROVED
FROM P.E. CROSS -CONNECTION CONTROL
10"- 3'-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 BE PROVIDED UNDER
1/2 FOR 6" ASSEMBLY
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'.
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 Y4"
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
r 6"& 8" ASSEMBLY. 6" SHORT
m I RADIUS 90' BEND FL.
1 10" ASSEMBLY 90' B"X6"
REDUCING BEND FL.
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
10",B",6" FL x MJ ADAPTOR
10" ASSEMBLY 10"00%8"TEE FL.
8" ASSEMBLY 8"x8"x6" TEE, FL. 6"
ASSEMBLY Wx6"x6" 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
-6"
t" 6" 9o' BEND FL.�
GALVANIZED
_ STEEL LADDER
-ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
�' ' PUBLIC WORKS 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
a► ``'
` '`•` ` DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
�NSC� INSTALLATION MARCH 2O10
v
4
a
11-1/4° BEND 22-1/2" BEND 45' BEND
CAP
TEE 90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND &GRAVEL
90,
45' BEND
11 1/4°
90°"4.74.7
11 1/4°
90°d3.5
45' BEND
11 1/4°
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2°
BEND
& 22 1/2°
BENDCAP
OR PLUG
& 22 1/2'
BENDBEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
1.0
2.2
1.6
1.0
6"
13.3
9.4
9.4
3.8
6.7
1.9
5.0
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
3.4
8.8
6.3
2.512"
51 n
379
375
150
26.5
7.5
20.0
14.0
5.6
AREASCALCULATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BE.
REA REFERS TO
..ICE OF BLOCK M
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. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING 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.
TY PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2
+ + DEPARTMENT HORIZONTAL AND DOWNWARD
F ? VERTICAL BENDS
MARCH 2O10
PLAN
SUMP PUMP DETAIL
v�vJ SCALE: N.T.S.
CONDUIT AND CONNECTION BY
ELECTRICAL SUBCONTRACTOR
I:I1�K�mJ11�[e
1" SDR 35 PVC DISCHARGE PIPE)
FITTINGS, UNIONS AND PIPE
SUPPORT BRACKETS AS NECESSARY.
ATTATCH TO VAULT WALL
SECTION
SUMP PUMP
LDS si
s&hill
Wa c-
4 h C rO CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
46449
�O,c ��CI$'[ER�' 1,r Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
��'S10NAL.
oM" W-422904
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
SURVEYED:
SCALE:
AS NOTED
HORIZONTAL- N D 1983/1991
DATUM
C TY OF
RENTON
Planning/Building/Public Works Dept.
BROTHERTON CADILLAC - RENTON
WASTEWATER AND WATER UTILITIES DETAILS
(PRIVATE AND PUBLIC)
DATE:
DESIGNED:
DKM/RJJ
FIELDBOOK:
PAGE:
DRAWN: KLK/DKM
ONE INCH
DRAWING NO:
C5.310
CHECKED: DCD
IFAT NOT L SCNCH
SCALE ACCORDINGLY
REVISION
BY
DATE
APPR
APPROVED:
SHEET: ZO OF:
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Ids
Ids
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
N
N
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LL
I—
3
I
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1
3
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W �
..� W
1
1 �
\ 1
1 3
1
3 W
1
wJ�
ENLARGED DOUBLE DETECTOR CHECK VALVE
.` J SCALE: N.T.S.
KEY NOTES
1� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD.
PLAN 360.2/C5.3C
P� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN
B� 6" D.I. 90 DEGREE FITTING WITH CONCRETE THRUST BLOCK
8"X6" TAPPING TEE (MJxFL) WITH CONCRETE THRUST BLOCK
:� 6" GATE VALVE (FLxMJ)
4" x 2 Y2" FIRE DEPARTMENT DOUBLE CONNECTION
7� SUMP PUMP PER 520/C5.3C
8� INSTALL FIRE HYDRANT PER STD. PLAN 310.1/C5.4C
REMOVE EXISTING HYDRANT AND PIPE
GENERAL NOTES
1. SEE STD. PLAN 330.2/C5.3C FOR CONCRETE THRUST BLOCKS.
2. SEE STD. PLAN 360.2/C5.3C FOR ALL APPURTENANCES AND
DIMENSIONS ASSOCIATED WITH DDCV ASSEMBLY.
• Call 811
• ® two business days
before you dig NO.
5
REVISION
HORIZONTAL SCALE: 1"=5'
0 5 10
TESTING DETAIL
TAPPING TEE (MJxFL)
TAPPING GATE VALVE (FL XMJ)
TEMPORARY PLUG (MJ) WITH 2-INCH TAP
AND 2-INCH BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
TEMPORARY BLOCK
FINAL CONNECTION DETAIL
' O NEW D.I. WATER LINE
(AFTER ALL CLEANING BY POLYP G, PRESSURE TESTIN
G
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 S1ZE 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.
tip'
PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1
i DEPARTMENT TAPPING TEE & VALVE MARCH 2O10
F
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE 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/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3'
SIDEWALK THAT IS ADJACENT TO
CURB
x x 5" STORZ
5'x5'x5x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK
O
2
EXPANSION JOINT AT
BACK OSIDEWALK
�fCRETE SIDEWALK
ORNPLANTING STRIP
36" MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
CONCRETE J y�
THRUST BLOCK
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
i
GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
i
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND
MIN 3' RADIUS
MIN 3' RADIUS
1 ONE MAN ROCK
s
6" CONCRETE PAD 16" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
a PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN — 310.1
DEPARTMENT
�EV,�os MARCH 2O10
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
w 120 VOLT ELECTRICAL OUTLET FOR
z HEAT TAPE. INSTALL HEAT TAPE
r FOR FREEZE PROTECTION
3 CENTER BACKFLOW
I PREVENTER IN
O o REDUCED PRESSURE ENCLOSURE
BACKFLOW ASSEMBLY
(RPBA) 3" MIN.
� O
3" MIN. INSULATED ENCLOSURE
3" MIN. "HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER O
�— 3" MIN.
CONCRETE SLAB z UNION FINISHED
N GRADE
FINISHED
GRAD
00 VFW w DRAIN
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.
2Y STD. PLAN — 350.2
�u PUBLIC WORKS REDUCED PRESSURE BACKFLOW
DEPARTMENT ASSEMBLY IN HOT BOX
'�'f� • MARCH 2O10
•
o CITY OF
R RENTON
vugv
Planning/Building/Public Works Dept.
�D C. sitts&hill
9
p� of �`9G
4 C rJp 6,UJA
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
j V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
46449 4
��ic�Str+ISi 99' G`�ik� �!4 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
SIpNpL
4M. W-422905
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERINGAr% �'IL
NJanders '
CURRENT PLANNING
AMorganroth [05/09/20231 '
DATE:
BROTHERTON CADILLAC - RENTON
FIELDBOOK:
PAGE:
WASTEWATER AND WATER UTILITIES DETAILS C5.4C
(PRIVATE AND PUBLIC) SHEET: 3
1 OF:39
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