HomeMy WebLinkAboutW-403606WATER UTILITY NOTES AND SPECIFICATIONS
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1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC
WATER PLAN GENERAL NOTES Standard Plan No. 300
C)
WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
I�
CONSTRUCTION.
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
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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.
i
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
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.
HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
MATERIALS ON -SITE.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
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,
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH
POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS.
AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS.
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.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL
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
JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
STANDARDS.
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.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA
C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND
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
HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
(3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA
CONCRETE BLOCKING.
C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH
7• ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
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.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR
OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
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. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA
C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH,
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
60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
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.
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND
PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST
PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE
~�Y o
�,� '° PUBLIC WORKS
STD. PLAN - 300.0
FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS
+ DEPARTMENT
WATER PLAN GENERAL NOTES
180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
MARCH 2010
ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 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
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 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,
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 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
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
\BE USED IF REQUIRED.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGSTRIOR TO DISINFECTION. THE "POLY PIGS" SHALL
BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON
THE REAR OF 'PIG"ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE
WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN
THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF
GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY
CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION
7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. CONCRETE
THRUST BLOCK
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE(5) WORKING DAYS NOTICE IS REQUIRED FOR
SCHEDULING.
C�
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
I 4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AR
HYDRANT. FINISH TO MATCH SIDE
O EXPANSION JOINT AT
BACK OF SIDEWALK
/�_CONCRETE SIDEWALK
OR PLANTING STRIP
, 10
36" MIN
COVER
3'
OUND
WALK.
2„
0 16" x 8" x 4" MININUM
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. CONCRETE iERARIYDRCD ANT
I
3' 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
00
N 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER
g APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
Lu Lu 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET
TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED -
w BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 1
N �6
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY'
N DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS,
o SHALL KEEP AS -BUILT DRAWINGS.
x
Z 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
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27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF
ui
COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
N M
C 0
o , 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALLCN
°
SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) u
w INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. D ..
,M S.
o SOS O, �wA �_.I
w 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED
E n PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT y
CD � OF FINAL PATCH.
N41
� 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE o< G43668 O ~�
SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. ss FrST
of ZONAL
CUT
/- 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
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.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
PUBLIC WORKS
DEPARTMENT
6" CONCRETE PAD
EXISTING WATER LINE
TESTING DETAIL
t8 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN <BY CITY FORCES)
TEE (FLxFL) W/ CONC. BLOCK
2- GATE VALVES (FLxMJ)
2- SOLID SLEEVES <MJ) OR RD-MAC COUPLINGS
1- ADAPTER <FL X MJ)
1- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF
TEMP. BLOCK
ER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I, SPOOLS
FINAL CONNECTION BY CITY FORCES
hEIF.I/1�[�f�IJI� ��I�la
'S Y
PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.3
DEPARTMENT IN -LINE TEE & TWO VALVES
MARCH 2O10
REGISTER SHALL BE TOUCH READ PIT LID F',POST INDICATOR VALVE
(TR-PL) AND BE INTELLIGENT COMMUNICATION xMJ) PAINTED BLUE
ENCODER TYPE (ICE). METER MUST READ IN
CU. FT. 2-3/4" SHACKLE RODS PER CITY
OF RENTON SPECIFICATIONS
4" 90° BEND (MJ) \ 4" 90° BEND (MJ)
INSTALL IN TEST
PORT A 2"x2"
TEE (MJxFL) 12" 13 LF 4" D.I. BRASS NIPPLE WITH
w GATE VALVE (FLxMJ) 0 7'-0"� / A 2" RESILIENT
Z SEATED BRASS GATE
J VALVE AND 2" PLUG.
Z w LADDER WITH
4" FLxMJ ADAPTOR '' SUPPORT BARS 2,-4„ 4" FLxMJ ADAPTOR
PER OSHA
4" ., 6" D.I.
TO BUILDING -�
FLOW
EPDXY NON -SHRINK
GROUT �2'4" TEE(MJxFL) �
WELDED STEEL COLLAR
CITY PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING
DRILLED HOLE IN COVER. LOCATE HOLE 2Y2' DEADMAN BLOCK
FROM EDGE OF PIT LID AND RIBS. 4" TEE REQUIRED WITH
(FL) SHACKLING TO TEE
PRECAST CONCRETE VAULT WITH 2 3%3" HINGED STEEL
PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-O".
(EQUAL TO PIPE INC., OR UTILITY VAULT WITH
57-7L-8, 2 3'x3' DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO
READ PIT SET SENSOR
MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX,
6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA. EQUAL TO OLYMPIC FOUNDRY CO.
NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH
EQUAL TO MUELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI"
6" OR 4" (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 S-6"
LONG WITH COLLAR 20" FROM P.E.
EQUAL TO THOSE SUPPLIED BY PACIFIC 3 4" VALVE NUT EXTENSION IF REQUIRED
WATER WORKS CO. INC. I (DWG BR46/PAGE B090)
zQ
FLOW
12" AROUND
I _
A
0If
FI LL
HYDRANT LOCATION IN CUT OR FILL
STD. PLAN - 310.1 t�� °�
+ �► + PUBLIC WORKS
DEPARTMENT
MARCH 2O10
R.E.W. 05 01 19 R.D.J. suRVEYED:
R.E.W. 06 19 19 R.D.J. DESIGNED:
S.R.O. 07/29/1 R.D.J. K. MELVIN
ONE MAN ROCK-
1
6
I
FIRE HYDRANT ASSEMBLY
BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
COMMENT RESPONSE
_ 06/19/2019 N0. REVISION
�Z
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
6",4" OR 3" CO OUN WA METER (FL)
EQUAL TO SENS S OMNI C-2 METER WITH
TOUCHREAD PITL I. TER &SENSOR
WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL
FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT
METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED
REDUCER. TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
6", 4" OR 3" GATE VALVE
(FLxMJ) EQUAL TO
MUELLER CO. A-2380-20.
TO BUILDING --
Ell
-_ 14" u
CITY PRIVATE
PIPING PIPING
6" OR 4" PExPE CEMENT
LINED DUCTILE IRON PIPE
CLASS 52. LENGTH TO FIT.
6" OR 4" FLEXIBLE FLANGED
COUPLING ADAPTOR, ROMAC
OR APPROVED EQUAL.
3", 4" & 6" COMPOUND DOMESTIC
WATER METER AS
SCALE*
1 "=30'
DRAWN:
S. ORDONEZ ONE INCH
CHECKED: AT FULL SCALE
R. JARVIS IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
R. JARVIS
vERncAL: NAw 19e
HORIZONTAL: NAD 1883/1891
DATUM
STD. PLAN - 320.4
MARCH 2O10
8
0
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
° CAST IRON CAP OR PLUG WITH
2" IPS TAP SHALL BE A
ROCKWELL 482 END CAP
� COUPLING.
WATER MAIN 2" GALVANIZED IRON PIPE
AS REQUIRED.
2" CLOSE NIPPLE
2" 90° ELBOW 2" GALVANIZED IRON PIPE, 12"
LONG.
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
2" GALVANIZED IRON PIPE 12" LONG
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 /PAGE B090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90° ELBOW,
SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
:0]
,z Y STD. PLAN - 340.2
+ � + PUBLIC WORKS 2" BLOW -OFF
DEPARTMENT TEMPORARY ASSEMBLY
MARCH 2O10
REFER To Ro*4036149
Wo*403601 , S"403601 FOR
AS -BUILT INFORMATION
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-403606
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
[DEVELOP'
ENT ENGINEERING
havez 08/07/2019
WATER UTILITY e%
agafour 07/31 /2019 '
DATE:
WEATHERLY INN RENTON
4500 TALBOT RD S FlELDBOOK:
PAGE:
RENTON, WA 98055 DRAWING No:
WATER NOTES AND DETAILS wr-05
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