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INV= 8" PVC (Ola)
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150.00 VC
HIGH POINT ELEV = 428.60
HIGH POINT STA = 4+19.47
O N PVI STA = 3+75
00 PVI ELEV = 430.00
PORTION OF THE S.W. 1/4, OF SEC. 3, TWN 23 N., RC _ 5 E., W.M.
CITY OF RENTON, WASHINGTON
100.00 VC
LOW POINT ELEV = 418.74
LOW POINT STA = 2+05.16 I 100.00 VC
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PVI STA = 2+50
o PVI STA = 0+75
+ PVI, .ELEV
M _ A.D. 9.70
PVI ELEV = 419.3�
-
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w K=z10.31 A.D. = 2.50
> > U) K = 40.00
m m EXISTING GROUND C/L R/W o + 6
N
\ PROPOSED GRADE C/L R/W > > >
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1-8"x 6" TEE (MJxMJxFL)
1-6" GATE VALVE (MJxFL)
6" D.I. (LENGTH AS REQUIRED)
1-F.H. ASSY
W/ CONC. THRUST BLOCKING
RIM=449.72' ¢Zl•J p �` / �38010
INV=4111-. ° 8" PVC (IN) 410' 1 �(Av
INV=411,.00 8" PVC (OUT)
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2„ MIN: 420
CLEARANCE
INSTALL:
1-121 x8 TAPPING TEE (FL)
1-8"TAPPING GATE VALVE (M
W/ CONC. THRUST BLOCKING
L�44110
NEW INVm497. 9 (W)
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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
AND MUELLER SUPER CENTURION 200 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 STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY,
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
CONCRETE BLOCKING
4+00 3+00
N.E. 18TH CIRCLE
18" TO 20" BEHIND BACK OF CURB HORIZ. SCALE: 1"=20'
OR 12" BEHIND BACK OF SIDEWALK VERT SCALE: 1 "=5'
THAT IS ADJACENT TO CURB
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 (SEE DWG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE,
42" MIN CONCRETE BLOCKING
BURY
O t •
2+00
PROFILE WATER NOTES AND SPECIFICATIONS 2003
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION.
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 POLICE 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 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. FOR
UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR
LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA
C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93
STANDARDS.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
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 HAVE MECHANICAL JOINTS, THE FITTINGS
16" x 8" x 4" MININUM
CONCRETE BLOCK
SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3)
UNDER HYDRANT
1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
•°.0k a
INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN
FIRE HYDRANT
i a
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 A MECHANICAL JOINT(S) MAY BE
ASSEMBLY
+°
WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
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 C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND
113Y_
TRANSMITTED TO THE OWNER.
g•L/t,,tlS?r,r'
8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND
12"x 22" CONCRETE METER
,, IN UNIMPROVED RIGHT OF WAY W
ii �L', ;f
1 '`
0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED
FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
BOX WITH 3/16" STEEL DIAMOND PLATE ? INSTALL METER BOX AT ?�
t TKO
COVER EQUAL TO FOG TITE METER PROPERTY LINE.
'
COMPANY NO. A2380 OR M & H.
SEAL CO. B-10 METER BOX.
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a a
THESE AR `A p. 6U11L_1"
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING
6' MIN
FINISH GRADE 9 ", MAX
cr
0- SIDEWALK a
jPLANS
,�N THE INORMATICaNM N SHCV
AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN
ACCURATELY REFLECTS EXISTING
VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS
-' --+�-• i' - •= ; ' - -�=� -'" � ':� � �.-..:.,:-�_•
'-''::'• -• '-•-:-��:<;'-r._;;;-":,
r, ,
l `; CONDIT Ion j Aa )F T6a
7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER
j;. 9"
INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263.
°='="==• -' `• "J
%:==r `r` • --
21 MIN
�. TOUCHREAD
WATER METER TO BE
II�Jd i'
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Li
HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
(LEFT).
COVER
12" MIN
SUPPLIED BY THE CITY 36" MIN
WILLMI SHUPIE H01_h1:3ER0 PLS 1, 3W
36" MIN COVER
COVER
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS NTH OPERATING
/
TYPE "K" SOFT
COPPER TUBING
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 FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED
i
NEW DUCTILE IRON I LOOP DOWN TO CENTERLINE
WATERMAIN OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE
LINE TO METER.
CORPORATION STOP. FORD TAPERED
THREAD (CC). PACK JOINT (3/4" F1000)
(1" F1000)
FORD COPPERSETTER THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE
VH 72-15W-44-33G (FOR 5/8" x 3/4" METER) METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
VH 72-15W-44-44G (FOR 1" METER) OR 1 ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655
ON OUTLET. PLUG SAFETY YELLOW OR APPROVED EQUAL.
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.% 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING DRILL 1 34" DIA.
HOLE FOR
' F TOUCHREAD DEVICE
NOTE:
FOR SERVICE FROM EXISTING STEEL THE CENTER OF THE HOLE MUST BE
EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS AT LEAST 1" FROM UNDERNEATH
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP
WATERMAIN EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING
M N wf�• j���'�'
UI w,p •j 7 "� !
22-1/2'
ALLOWS THE NUT TO TIGHTEN
AGAINST THE OPEN SIDE OF MORE
THAN ONE RIB.
3/4" & I" WATER SERVICES
2 1/2" MIN. FROM
NEAREST AND
FRONT EDGE OF
PIT LID
405.00
1 +00 0+00
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST
REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE.
ALL WATERMAIN 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 "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.
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 SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO
CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
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 PUBLIC 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 CUT. 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, WITHIN 10 DAYS. CALL FOR SUBGRADE
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. *
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES
SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
IMPROVED AREAS.
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
UW �O / - DATE 14T BY
I
�sy zi �4' F1 DATE BY
4 co
Call DATE BY
NOTE:
�'6 y before you �
1133�2 p + EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
r IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
BARTER MEADOWS
`rIONAL DEXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
1 00 424 5555 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
EXPIRES 11/30/04 UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES WATER &SANITARY SEWER PROFILE
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1-800-424-5555.
/." n •, " C.l� .� � l,�s ,4. f ../�% � ! y r 'e_ R V'" ' - J� a-' �`F (" � � �.,. � � i (i + C '7 � t'•t s 1 `._ /� �j�
SCANNED MAY 0 12006 SCANNED 00T 0 R ?off
3111/03
FIELDWOK:
PAGE:
DRAWING NO:
75-141-WA
SHEET: 5 OF: _