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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 PRIORTO 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 AW WA 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/AW WA C310/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS.
S. 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 BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD 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 MECHANICALJOINTS 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 FORTESTING AND PURTTY 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.
S. 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.
4 PUBLIC WORKS WATER PLAN GENERAL NOTES STD. PLAN - 300.0
DEPARTMENT
MARCH 2010
MARKER MARKER
I
4
I ;
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
I I " T
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
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
1 11
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
Y ° STD. PLAN - 310.3
PUBLIC WORKS HYDRANT MARKER LAYOUT
DEPARTMENT
MARCH 2010
TESTING DETAIL
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
O NEW D.I. WATER LINE IP
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1 -BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2 -INCH TAP 1 -BUND FLANGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
-I
of
k'
3
0
u FINAL CONNECTION DETAIL
z
w
' O NEW D.I. WATER LINE
�AFIR ALL CLEANING BY POLYPIG, 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 SNB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STU B.
6. CIN FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1
DEPARTMENT TAPPING TEE & VALVE MARCH 2010
13"x24" 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. MSC9C-1324-R WITH READER UD AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN _
12" MAX
FINISH GRADE
." c,
0
36" MIN COVER �N M U
22-1/2'
NEW IRONDUCTILE `('"
WATERMAIN
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 COUPUNG
LOOP DOWN TO CENTERUNE
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 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
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
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.
3 -
STD. PLAN 320.1
e� + PUBLIC WORKS /a AND 1" WATER SERVICE
-' DEPARTMENT
NOVEMBER 2009
4/25/18
TESTING DETAIL
±10 FT
EXISTING WATER LINE
EXISTING TEE DEAD END LINE CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
_04-: 2
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 F-1 _Ir,�1F_
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
+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010
F;\TTO
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11-1/4' BEND22-1/2" BEND 45' BEND
,y
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
CITY
PRIVATE
COMPACT SAND &GRAVEL
PIPING
PIPING
45' BEND 11 1/4'
90' 45' BEND
11 1/4'
J I IN UNIMPROVED RIGHT OF J
BEND TEE CAP OR PLUG & 22 1 2' BEND
TEE CAP OR PLUG & 22 1/2'
WAY INSTALL METER BOX AT
& 22 1/2'
AFTER REMOVAL OF POLYPIG
r' PROPERTY LINE WITH 12" r'
BEND
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
w' LONG COPPER TAILPIECE. w'
4"
7.0 4.2 4.2 1.7 2.9
C)I SIDEWALK a
2.2 1.6 1.6
1.0
6
13.3 9.4 9.4 3.8 6.7
4.74.7 1.9
5.0 3.5 3.5
1.4
8
23.3 16.7 16.7 6.7 11.7
TOUCHREAD WATER
METER TO BE
12"
12"
53.0 37.5 37.5 15.0 26.5
SUPPLIED BY THE
20.0 14.0 14.0
z am
CITY
4'-O" MIN. COVER FOR WATERMAIN 12" OR GREATER.
TYPE "K" SOFT
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COPPER TUBING
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NEW IRONDUCTILE `('"
WATERMAIN
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 COUPUNG
LOOP DOWN TO CENTERUNE
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 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
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
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.
3 -
STD. PLAN 320.1
e� + PUBLIC WORKS /a AND 1" WATER SERVICE
-' DEPARTMENT
NOVEMBER 2009
4/25/18
TESTING DETAIL
±10 FT
EXISTING WATER LINE
EXISTING TEE DEAD END LINE CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
_04-: 2
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 F-1 _Ir,�1F_
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
+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010
F;\TTO
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11-1/4' BEND22-1/2" BEND 45' BEND
,y
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR COMPACT SAND
FIRM SILTY SAND
COMPACT SAND &GRAVEL
FINISHED GRADE ELEVATION
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'
AFTER REMOVAL OF POLYPIG
BEN
BEND
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
BEND
4"
7.0 4.2 4.2 1.7 2.9
2.1 2.1 1.0
2.2 1.6 1.6
1.0
6
13.3 9.4 9.4 3.8 6.7
4.74.7 1.9
5.0 3.5 3.5
1.4
8
23.3 16.7 16.7 6.7 11.7
8.4 12. 3.4
8.8 6.3 6.3
2.5
12"
53.0 37.5 37.5 15.0 26.5
18.8 18.8 1 7.5
20.0 14.0 14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-O" 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 BEARING
TEA REFERS TO THE
RCE OF BLOCK 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. 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.
° CONCRETE BLOCKING FOR STD. PLAN - 330.2
* + * PUBLIC woxxs HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2010
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE
VERTICAL CROSS (MJ X FL)
ONE BUND 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 BUND 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
STY °
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.8
DEPARTMENT WATER MAINS MARCH 2010
SHACKLE RODS
(TYP) 1_R
2 TURNBUCKLES
THREAD 6"_
n da
TEMPORARY 2" GALVANIZED PIPE
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
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INSTALL 2" PLUG ON TOP BLIND FLANGE
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AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
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4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
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VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE
VERTICAL CROSS (MJ X FL)
ONE BUND 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 BUND 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
STY °
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.8
DEPARTMENT WATER MAINS MARCH 2010
SHACKLE RODS
(TYP) 1_R
2 TURNBUCKLES
THREAD 6"_
n da
FOR 45' VERTICAL BENDS
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
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TYPE A BLOCKING
FOR 11 1/4' & 221/2' VERTICAL BENDS
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
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12
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6"
300
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4.875" x 5" STORZ
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36
R = INSIDE RADIUS OF SHACKLE ROD BEND
SHACKLE RODS
(TYP)
2 TURNBUCKLES
THREAD 6"�
S
TYPE B
PUBLIC WORKS CONCRETE BLOTTINGS OR VERTICAL STD. PLAN - 330.3
O DEPARTMENT
MARCH 2010
SURVEYED: SCALE:
BEYLER CONSULT.
NTS
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTOR
o
Planning/Building/Public Works Dept.
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR
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COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
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SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
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JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
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HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
_ST LER CLAP OR FWD WUH
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
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4.875" SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8' STAINLESS
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STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
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BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
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PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
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APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
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DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
160NG:
BE USED IF REQUIRED.
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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
5'x5'x6" THICK CONCRETE PAD AROUND
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK.
STANDARD B" TOP SECTION WITH REGULAR BASE
ev
EXPANSION JOINT AT
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
2"1 ®
BACK OF SIDEWALK
AS REQUIRED.
�CONCRETE SIDEWALK
� OR PLANTING STRIP
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE
BLOCKING
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
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.
,I I�FIRE HYDRANT ASSEMBLY
I LEVEL ALL GROUND LEVEL ALL GROUND
IN 3' RADIUS
MIN 3' RADIUS M
1 ONE MAN ROCK
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6 1
L" CONCRETE PAD
6
• 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
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MARCH 2010
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DATE:
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WATER UTILITY
(Fitz -James 04/30/2018Abdoul Gafour 04/30/2018 Q
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
WATER NOTES AND DETAILS
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