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/ _� RENTON WATER NOTES & SPECIFICATIONS:
/ N 02° 36' 11" W 575:65' ! -
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996
EDITION RO O THE WSDS OT/ BE KEPT STANDAR
SIDS N ALL TIIMES DURING APPRUV D AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF
3. 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 POUCE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
4. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID
DAMAGE OR DISTURBANCE. FOR UAUTY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555.
O RIM 213.00 RELOCATE / 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING.
/ ALL TESTING AND DISINFECTION 6. ALL WATERMAN PIPE IS TO BE CEMENT UNED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR . ( CB TYPE 2 -48'
IE 20750 IN - /FTER LINING AND SEAL
\ / ) RIM 212.45 COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS
0.. IE 207.40 (OUT) IE 206.84 / OF NEW 8' WATERLINE, CONNECT TO / SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS.
BO 09.4± - EXISTING 8" WATERMAN WITH 221' E RATED AS NOTED ON PLANS AND IN ACCORDANCE WITH ANSI /AWWA C11O/A2110 -87 CEMENT LINING
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construction contractor and /or independent field survey to reflect finish
construction. The completeness and aoourancy of the revision is dependent
on the information provided.
The designation 'as-built' applies to the following portions of this drawing.
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/ _� RENTON WATER NOTES & SPECIFICATIONS:
/ N 02° 36' 11" W 575:65' ! -
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996
EDITION RO O THE WSDS OT/ BE KEPT STANDAR
SIDS N ALL TIIMES DURING APPRUV D AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF
3. 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 POUCE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
4. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID
DAMAGE OR DISTURBANCE. FOR UAUTY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555.
O RIM 213.00 RELOCATE / 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING.
/ ALL TESTING AND DISINFECTION 6. ALL WATERMAN PIPE IS TO BE CEMENT UNED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR . ( CB TYPE 2 -48'
IE 20750 IN - /FTER LINING AND SEAL
\ / ) RIM 212.45 COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS
0.. IE 207.40 (OUT) IE 206.84 / OF NEW 8' WATERLINE, CONNECT TO / SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS.
BO 09.4± - EXISTING 8" WATERMAN WITH 221' E RATED AS NOTED ON PLANS AND IN ACCORDANCE WITH ANSI /AWWA C11O/A2110 -87 CEMENT LINING
/ SO R 20840 / BENDS AND SLEEVES AS REQUIRED 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSOR
SS IE 210.28 / SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH
/ SD IE 207.90 - EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL
- 1 -8' 5' BEN (MJ) / CONNECT TO EXIST - BE IN ACCORDANCE WITH ANSI /AWWA 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
THRUS BLOC LNG 'El/ 0 SS PER CITY A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87.
TEND ATERLI E TO OF-RENTON SIDS ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED
P ASE 1 ESIGN 23 LF 8 °. SO _ / IE 209.85± TO THE OWNER.
/ LOCATION (SEE SPECIAL - - - - U 024ftAft 3
8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA
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NOTE THIS SHEET) - 3------ - - - - - --
1 -B° 45' BEND (MJ)
THRUST BLOCKING -
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{' C 1 -8' 22.5' BEND (MJ)
\W/ THRUST BLOCKING
34 LF 8° SO
0 0.074ft /ft
SS IE 212:34
12.5LF8'11IW\
INSTALL TEMPORARY B LAP
(MJ) WITH 2' BLOW -OFF
SCALE: 1"=20
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SHEET NOTES:
® 0.105ft /ft
135 _ 8" DI W _
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fQM 1715 \
\ It1208.9 (IN)
/ \ \\ IE 108:82 .(OUT) EXISTING 15' WATERUNE EASEMENT (TYP)
\\ 10 . 5 \ (WORK TO BE DONE BY CITY)
CUT -IN NEW 8" GATE VALVE (MJxMJ) ON EXISTING
8' WATERUNE,20 FEET WEST OF WATER METER
% \ 2 -8' SOUD SLEEVES (MJ)
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FIRE. HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
\ SUPER CENTURION LUGS, AND 4- MAIN it WITH 8" MECHANICAL
\ \ JOINT INLET WITH LUGS. ZONAL MAIN VALVE THREADS. TWO 2-11r
\ " HOSE CONNECmONS NATIONAL STANDARD THREADS. 4" PUMPER
1. SO PIPE MALL BE DOUBLE WALL SMOOTH INTERIOR HDPE 'HANCOR° OR 'ADS" OR APPROVED EQUAL
2. CONTRACTOR SHALL FIELD LOCATE EXISTING ALL EXISTING ROOF AND FOOTING DRAINS AN REROUTE AS
NECESSARY TO NEW STORM DRAIN SYSTEM.
3. SEE DETAIL 7/C3.1 FOR TYPICAL TRENCHING FOR WATER, SEWER, AND STORM DRAIN PIPE INSTALLATION.
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4. FIELD VERIFY LOCATION AND DEPTH OF EXISTING STORM DRAIN PIPE.
5. PROVIDE NEW ROOF AND FOOTING DRAINS FOR NEW BUILDING CONSTRUCTION (SEE DETAIL 11/C3.1)
ora CONNECT TO NEW SO SYSTEM WITH 6" MIN. DIA. SD PIPE AT 0.005ft /ft MIN.
6. ROOF DRAIN PIPING SHALL BE 6" MINIMUM DIAMETER PVC AT 0.005ft /ft MINIMUM SLOPE, CONNECT TO
3 3 w NEAREST STORM DRAIN APPROXIMATELY AS SHOWN. PROVIDE CLEANOUTS PER DETAIL 12/C3.1 AS SHOWN AND
r o AT ALL ANGLE POINTS.
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7. FIRE HYDRANTS ARE REQUIRED BY CITY OF RENTON TO HAVE ' STORZ" TYPE ADAPTERS. MODIFY RELOCATED
r HYDRANT AS NECESSARY.
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8. FIRE HYDRANT BEING RELOCATED SHALL BE TESTED USING CITY OF RENTON CRITERIA 7- 14.3(4) AND
7- 14.3(1) OR REPLACE WITH NEW HYDRANT
SPECIAL NOTES:
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UTILITY LOCATION INDICATES THAT THE PHASE 1 (1998) WATERLINE WAS NOT CONSTRUCTED AT THE DESIGNED
LOCATION IN THE VICINITY OF THE PHASE 2 BUILDING ADDITION. RELOCATING THE WATERLINE TO THE PHASE 1
DESIGN LOCATION SHALL BE PART OF PHASE 2 CONSTRUCTION. THIS WILL FACILITATE CONSTRUCTION OF THE
PHASE 2 BUILDING AND PUT THE WATERLINE IN THE RECORDED EASEMENT.
AS BU /L T
This design drawing has been updated with information provided by the
construction contractor and /or independent field survey to reflect finish
construction. The completeness and aoourancy of the revision is dependent
on the information provided.
The designation 'as-built' applies to the following portions of this drawing.
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Date:
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/ SO R 20840 / BENDS AND SLEEVES AS REQUIRED 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSOR
SS IE 210.28 / SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH
/ SD IE 207.90 - EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL
- 1 -8' 5' BEN (MJ) / CONNECT TO EXIST - BE IN ACCORDANCE WITH ANSI /AWWA 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
THRUS BLOC LNG 'El/ 0 SS PER CITY A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87.
TEND ATERLI E TO OF-RENTON SIDS ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED
P ASE 1 ESIGN 23 LF 8 °. SO _ / IE 209.85± TO THE OWNER.
/ LOCATION (SEE SPECIAL - - - - U 024ftAft 3
8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA
u
NOTE THIS SHEET) - 3------ - - - - - --
1 -B° 45' BEND (MJ)
THRUST BLOCKING -
/
BLFB'DLW
{' C 1 -8' 22.5' BEND (MJ)
\W/ THRUST BLOCKING
34 LF 8° SO
0 0.074ft /ft
SS IE 212:34
12.5LF8'11IW\
INSTALL TEMPORARY B LAP
(MJ) WITH 2' BLOW -OFF
SCALE: 1"=20
/
3
SHEET NOTES:
® 0.105ft /ft
135 _ 8" DI W _
--
/ C.
/
o / /
0 � I 214.22 I
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6o24$ rt/A
/ LFi � Ar / S 55 % EN,
V\ `
LF 9"/SD/ / V 2
�BUIL /191 TERONE
I I
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At HyyAARAN'T /1 F,F. M'AI LEVEL
A �F $1 EWALK,/ /ELEV..2 558/' % /x'
\/ l// / / N�
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\ RELOC. lE ,\
\. / �\ B`.: 2_48" • `
fQM 1715 \
\ It1208.9 (IN)
/ \ \\ IE 108:82 .(OUT) EXISTING 15' WATERUNE EASEMENT (TYP)
\\ 10 . 5 \ (WORK TO BE DONE BY CITY)
CUT -IN NEW 8" GATE VALVE (MJxMJ) ON EXISTING
8' WATERUNE,20 FEET WEST OF WATER METER
% \ 2 -8' SOUD SLEEVES (MJ)
AN k 9z
FIRE. HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
\ SUPER CENTURION LUGS, AND 4- MAIN it WITH 8" MECHANICAL
\ \ JOINT INLET WITH LUGS. ZONAL MAIN VALVE THREADS. TWO 2-11r
\ " HOSE CONNECmONS NATIONAL STANDARD THREADS. 4" PUMPER
1. SO PIPE MALL BE DOUBLE WALL SMOOTH INTERIOR HDPE 'HANCOR° OR 'ADS" OR APPROVED EQUAL
2. CONTRACTOR SHALL FIELD LOCATE EXISTING ALL EXISTING ROOF AND FOOTING DRAINS AN REROUTE AS
NECESSARY TO NEW STORM DRAIN SYSTEM.
3. SEE DETAIL 7/C3.1 FOR TYPICAL TRENCHING FOR WATER, SEWER, AND STORM DRAIN PIPE INSTALLATION.
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4. FIELD VERIFY LOCATION AND DEPTH OF EXISTING STORM DRAIN PIPE.
5. PROVIDE NEW ROOF AND FOOTING DRAINS FOR NEW BUILDING CONSTRUCTION (SEE DETAIL 11/C3.1)
ora CONNECT TO NEW SO SYSTEM WITH 6" MIN. DIA. SD PIPE AT 0.005ft /ft MIN.
6. ROOF DRAIN PIPING SHALL BE 6" MINIMUM DIAMETER PVC AT 0.005ft /ft MINIMUM SLOPE, CONNECT TO
3 3 w NEAREST STORM DRAIN APPROXIMATELY AS SHOWN. PROVIDE CLEANOUTS PER DETAIL 12/C3.1 AS SHOWN AND
r o AT ALL ANGLE POINTS.
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7. FIRE HYDRANTS ARE REQUIRED BY CITY OF RENTON TO HAVE ' STORZ" TYPE ADAPTERS. MODIFY RELOCATED
r HYDRANT AS NECESSARY.
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8. FIRE HYDRANT BEING RELOCATED SHALL BE TESTED USING CITY OF RENTON CRITERIA 7- 14.3(4) AND
7- 14.3(1) OR REPLACE WITH NEW HYDRANT
SPECIAL NOTES:
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UTILITY LOCATION INDICATES THAT THE PHASE 1 (1998) WATERLINE WAS NOT CONSTRUCTED AT THE DESIGNED
LOCATION IN THE VICINITY OF THE PHASE 2 BUILDING ADDITION. RELOCATING THE WATERLINE TO THE PHASE 1
DESIGN LOCATION SHALL BE PART OF PHASE 2 CONSTRUCTION. THIS WILL FACILITATE CONSTRUCTION OF THE
PHASE 2 BUILDING AND PUT THE WATERLINE IN THE RECORDED EASEMENT.
AS BU /L T
This design drawing has been updated with information provided by the
construction contractor and /or independent field survey to reflect finish
construction. The completeness and aoourancy of the revision is dependent
on the information provided.
The designation 'as-built' applies to the following portions of this drawing.
l vkv, mow EA.
By.
Date:
CONNEC71ON CITY OF SEATTLE THREADS W TH 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/PRESERVARVE
PAINT No. 5780 -583 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
-- ----- C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
o - - - - 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W T H 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 NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE
_ - -- - - 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 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 OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
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.
EXIST 8' DI CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
WATERMAN TO 6061 -T6
BE REMOVED 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 FORGED AND /OR EXTRUDED
ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER.
EXISTING 15' WATERLINE STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE
EASEMENT (TYP) 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMANS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF
48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS' PRIOR 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 'PIT 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 NTH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
- -
-- - --- -- -- -- -- ABOVE
20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. -
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND
PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
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 SUPPUED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY
i NOTIFICATIONS.
/ 25. INSPECTION WALL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR
/ (24) HOURS IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS
I/ 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED
IN WRITING BY THE PUBUC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE OUT. ALL SURFACE CONCRETE, PAVEMENT,
SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY,
1 WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
I 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS UNES SHALL BE SCHEDULE 80 PVC PIPE SCHEDULE 40 IN UNIMPROVED
r _ J AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO -PIECE CAST IRON VALVE BOX 'PITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION
4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8080).
MAX 4.
MIN 2" RAISED PAVEMENT MARKER TYPE Be
As
AB STI mM50NIlE TWO-WAY BLUE.
42' MIN GONCRETE BLOCKING
MAIN LINE TEE. 11TH 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 ITT
16" x 8" x 4" 2 -3/4" COR- TENSIEEL TIE RODS SEE SM DETAIL FOR TIE RODS
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED MAN ROCK (3-TO 3/8 ") MIN.
\I' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETH
YLENE FILM AROUND TOP AND SIDES OF GRAVEL..
FIRE HYDRANT ASSEMBLY
KL GROUND MIN
3 RADIUS
- 4.875" x 5"
STORZ
CUT
HYDRANT LOCATION IN CUT OR FILL
rrr LEVEL ALL GROUND
MIN Y RADIUS
ONE MAN ROCK
60FILL
RENTON SANITARY SEWER NOTES & SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON
UTIUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
CONSTRUCTION* PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA)
AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTIUTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED NTH
CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS UNE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACK ILL AND COMPACTION. A
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT
AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON AUNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW
THE PIPE
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON
CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
W 319Q 01
RE-COWAMDED FOR APPROVAL
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
CALL BEF01 YOU M
1- 800 -424 -5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
GRAPHIC SCALE
(IN FM)
I inch = 20 R
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