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SECTION 4, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M
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Cl TY OF REN TON, STA TE GF WASHINGTON
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.ALL WORK MATERIALS SHALL BE /N CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
f0. A PRE CONSTRUCTION CONFERENCE !S REQUIRED PRIOR TO ANY
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UTILITY DEPARTMENT A,ND THE LATEST EDITION OF THE
CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE
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WSDOT/APWA STANDARDS AND SPECIFICATIL :NS, AS APPROVED BY
THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE
lS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE
PRECON A PERMIT INFORMATION SHEET MUST 8E SUPPLIED TO THE
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KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION-
UTILITY ENGINEER'S OFFICE TWENTY -FOUR HOUR NOTICE WILL
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.THE HOURS OF WORK !N THE STREET RIGHT -OF -WAY SHALL BE
BE REQU /RED PRIOR TO STARTING NEW CONSTRUCTION.
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20.00 � - 2800 -
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LIMITED TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS
17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
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OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
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WORKS AT 235 -2635. ALL STREET CLOSU.4ES, PARTIAL OR
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FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, L /NES
STA 2 +30, f6' LT I iI
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WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE
AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
NEW FIRE HYDRANT I
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DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N
ADVANCE-
AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND
PAYMENT OF FEES NAVE BEEN MADE TC THE C/TY OF RENTON-
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CUT IN 2 VALVE CLUSTER „ I I I ' �
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.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROX /MATE
13. ALL CONNECTION TO EXISTING MAINS TO ACCOMPLISHED BY THE
and 1 - 6" GATE VALVES (FLxMJ I Vj III �
2- 6" RO -MAC ADAPYERS �C.l TO D.I) I � �• I
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AND tT SHALL BE CONTRACTOR'S RESPONSI6lLlTY TO VERIFY THE
TRUE AND CORRECT LOCAT /0N SO AS TO AVOID DAMAGE OR
CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS W/TH PRIOR APPROVAL FROM THE
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W/CONCRE7E BLOCKING 1 J � �jt'�"
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DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOUR LOCATORS,
DEPARTMENT OF PUBL /C WORKS. ALL NECESSARY EXCAVAT /ON AND
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1 -800- 424 -5555-
MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE
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PRIOR TO C/TY NOTlF1CATlONS.
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WATER MA /N PIPE TO BE CEMENT LINED DUCTILE IRON PIPE
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CONFORMING TO AWWA C710 AND Clll OR LATEST REVS /ON,
14. INSPECT /ON W/LL BE ACCOMPLISHED BY A REPRESENTAT /VF OF
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THICKNESS CLASS 52. CEMENT MORTAR LINING AiJD SEAL
COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION.
PIPE JOINTS TO SE PUSH -O.N OR MECHANICAL JOINT. BEDDING
TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE
THE CITY OF RENTON. lT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS
1N ADVANCE OF BACK FILLING ALL CONSTRUCTION. THE
CONTR,4CTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT
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WRAPPED PER ANSI /AWWA C105 -77 ,STANDARDS.
DRAWINGS.
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CAST IRON AND DUCTILE IRON �'FITTlNGS SHALL BE CEMENT
15- CONTRACTOR TO PROw!)ND
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LINED, PRESSURE RATED AS NOTED ON PLANS AND lN'
ASSEMBLIES FOR TESTING A PURI Y ADCCEPTAONCE PRIOR TOFF
FINAL TIE -lN- �
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ACCORDANCE. W7TN ANSI AWWA C710 A2110 82 CEMENT LINING
SHALL BE !N ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. lF
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FITTINGS. ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS,
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MECHANICAL JOINTS, THE FITTINGS SHALL BE 1N ACCORDANCE
ETC.) SHALL BE'.AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO OR EQUAL. APPROVED IN WRITING BY
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WITH EITHER ANSI /AWWA C710/A21.10 -82 OR ANSI /AWWA
C753/A2153 84- 3 -INCH TO 12 -INCH D /AMETER FITTING WHICH
THE DEPARTMENT OF PUBLIC WORKS. �
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HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE !N
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ACCORDANCE lNlTH ANSI /AWWA C710/A21.10 -82 OR A COMBINATION
>7- ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A
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STA 7 +00 FIRE LANE 26.� � _ �-- -""-
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OF ANSI /AWWA C710/A21.10.82 AND ANSI /AWWA C153/A21.53 -84
SUCH THAT THE PORTION OF THE FITTING WITH A MECHAN /CAL
JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA
MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYH BE
SPADE CUT- ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS,
CURB, GUTTERS AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO
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' C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA
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A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
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CE7JTERVNE CURVE DATA / // � � / - _ d2 „ CO WO - ' /
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C1 i0/A21 -10- 82. ACCEPTANCE TESTING IN ACCORDANCE WITH
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SECTION 53 -5.3 OF ANSI /AWWA C753/A21.53 -84 OR WITH
18. A TEMPORARY COLD MlX ASPHALT PATCH SHALL BE PLACED ON
THE DAY OF lNlT7AL EXCAVATION WITH A PERMANENT, SEALED PATCH
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SECTION 10 -4 -3 OF ANSI /AWWA C710/A21 -10 -82 SHALL BE
POLICY, WITHIN TEN DAYS.
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Ds/ta= 3778'55" / 1 � '�
-LEVEL ALL GROUND
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
TO BE PLACED, TO CITY OF RENTON
GRADE INSPECTION PRIOR TO PLACEMENT OF FINAL
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CALL FOR SUB
BE LEFT OPEN OVER NIGHT WITHOUT
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.GATE VAL UES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON
BODY,BRDNZED- MOUNTED, DOUBLE D /SC WITH BRONZE WEDGING
PATCH- TRENCHES WILL NOT
PRIOR WRITTEN APPROVAL OF THE INSPECTOR.
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DEVICE .AND O -RING STUFFING BOX. VALUES SHALL BE DESIGNED
FOR A MINIMUM WATER OPERATING PRESSURE OF ZOO PSI. GATE
19- FOR C/TY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
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VALUES SHALL BE CLOW LIST 13, MUELLER COMPANY NO. A2380,
OR M & H- ALL VALUES 12° IN DIAMETER AND LARGER, SHALL
BE INSTALLED IN A VAULT- SEE WATER STANDARD DETAIL FOR
12" GATE VALUE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION
USED SHALL BE SCHEDULE 40 /N UNIMPROVED AREAS AND
SCHEDULE 80 UNDER IMPROVED AREAS- ALL CHEMICAL PROCESS
L /NES SHALL BE SCHEDULE 80 PVC PIPE.
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.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
PRESSURE) CONFORMING TD AWWA C- 504 -80 WITH A 6 INCH INLET
ONE MAN ROCK
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AND A M. V.O. OF 5 INCHES, TWO 2 -1/2 /NCH HOSE NOZZLES
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W/TH .NAT /ONAL STANDARD 7 INCH, 60 GEGREES V. THREADS,
O.D. THREAD 4.675 AND ROOT DIAMETER 4.6263,' 1 -1%4 /NCH
PENTAGON OPERATNG NUT OPENED BY TURNING'COUNTER
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FILL
CLOCKWISE (LEFT).
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FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
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.ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
TO 20" BEHIND BACK OF CURB y\
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MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER
MAIN 12 INCHES AND LARGER SHALL BE AT A MlN /MUM OF 48
AND MUELLERSUPER CENTURION 200 WITH' 6° MECHANICAL JOINT
INLET WITH LUGS.,
�18"
OR 12" BEHIND BACK OF SIDEWALK \
THAT IS ADJACENT TO CURB �
-LEVEL ALL GROUND
MIN 3' RADIUS
INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR,
WATER MAINS ARE TO BE LOWERED TO CLEAR,
5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH ASTORTZ ADAPTER, 4'.' SEATTLE THREAD
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TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. ;
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WATER MAINS S/X 6 INCHES IN DIAMETER AND LARGER
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X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS iSTEEL CABLE.
0e EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH
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SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
DISINFECT /NG. THE 'POLY P /GS" SHALL BE GiRARD INDUSTRIES
1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED�WITH TWO COATSOF PAINT. PRESERVATIVE
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REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION =
0 AS REQUIRED (SEE DWG BR46 /PAGE 6090).
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AQUA SWAB -AS OR APPROVED EQUAL 2 LB \CU FT DENSITY FOAM
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF
"PIG" ONLY- "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. MAX q•'
PUMPER CONNECTION TO FACE ROADWAYASSEMBLY. MIN 2�
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
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RAISED PAVEMENT MARKER TYPE 88 A8 O ,\
STIMSONITE TWO -WAY BLUE. ,
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NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
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CLEANING OPERATION.
A.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO
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42" MIN CONCRETE BLOCKING
BURY \ \ � \ i �\�•\ �» ��; .\ 1,Yv -1 �� ��� \= \:ki -.��,
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A MlN /MUM OF 200 PSI OR 150 PSl OVER OPERATING PRESSURE,
CONCRETE BLOCKING
IN ACCORDANCE WITH THE SPECIFICATIONS OF THE C/TY OF
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RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
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PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
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IN CUT OR FILL
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REPRESENTATIVE OF THE C/TY OF RENTON.
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9B.ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE
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INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
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CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
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%,�� \I,. 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
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NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED /INJECTED /N ACCORDANCE WITH SECTION 7- 11.3(12)E
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
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OR 7- 11.3(12)F OF THE STANDARD SPEClF1CATlONS REFERENCED
IN 1 ABOVE.
16° x 8" x 4° MINIMUM
coNCRETE BLOCK
UNDER HYDRANT.
CHECKED FOR COM9PLIANCE
', 1/3 CU:. YD. WASHED DRAIN ROCK (3" TO 3/8 °) TO CITY STANDARDS
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FIRE HYDRANT ASSEMBLY t�7 � Date �_
8 au� Afau 10 26 ZaoF
Date
Date
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-� �,a� �" sC�nneo FE8 15 2002
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