HomeMy WebLinkAboutS-284103WATER UTILITY - GENERAL NOTES
t. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY
THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
TIMES DURING CONSTRUCTION.
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
TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS IN
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
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. FOR UTILITY LOCATE CALL
48 HOURS LOCATORS, 1- 800-424.5555.
4. AL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO
AWWA C110 AND C111 OR LATEST REVISION, THICKNESS rLASS 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. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE
WAY, SR 900) AND WEST OF SR 167 ( EAST VALLEY FREEWAY) OR IN SOILS OF HIGH
RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77
STANDARDS.
5. 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 -82.
CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSUAWWA C104/A21.4.85. IF
FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
THE FITTINGS SHALT. BE IN ACCORDANCE WITH EITHER ANSUAWWA C110 /A21.10 -62
OR ANSI /AWWA C153/A21.53 -84. 31NCHES TO 12 INCHES DIAMETER FITTINGS WHICH
HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE
WITH ANSI/AWWA Cl 10/A21.10.82 OR A COMBINATION OF ANSI/AWWA Cl 1 O/A21.10.82
AND ANSI/AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A
MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53 -84
AND THE PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
ACCORDANCE WITH ANSI /AWWAC110IA21.10 -82. ACCEPTANCE TESTING WITH
SECTION 53.53 OF ANSI/AWWA C153/A21.53-64 OR WITH SECTION 104.3 OF
ANSI/AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE OWNER.
6A. ALL WATER MAINS AND SERVICES SHALL BE PRESSLME 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.
6B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50
PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM
HYPOCHLORITE ;;HALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED /INJECTED II: ACCORDANCE WITH SECTION 7 -11.3 (12)E OR 7 -11.3 (12) F OF
THE STANDARDS SPECIFICATIONS REFERENCED IN 1 ABOVE.
7. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A
MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
PRIOR TO SCHEDULING THE PRECON A PERMIT SHEET MUST BE SUPPLIED TO THE
UTILITY ENGINEER'S OFFICE. TWENTY FOUR HOURS NOTICE WILL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION.
B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION.
9. 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.
10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF
11 -112' x 17 -1/2' CONCRETE METER =il�(N UNIMPROVED RIGHT OF WAY
BOX WITH 3/16' STEEL DIAMONp PLATE INSTALL METER BOX AT
COVER EQUAL T❑ FOG TITE METER WI PROPERTY LINE.
SEAL CO. ID METER BOX. &
it SIDEWALK &
U- WA METE" TO BE
SUPPLTER IED E THE CITY
TYPE 'K' SOFT
COPPER TUBING
FORD COPPERSETTEP.
VH 172 -15W FOR 5/8' x 3/4' METER)
VH 174 -ISW FOR I' METER)
CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
DUCTILE IRON LOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET.
SLACK IN COFFER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. /
LINE TO METER. J
CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE 1S TO BE
THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL
0' FID00) FORD C14 -33 OR 44
FIDT x COMPRESSION COUPLING
zz_I /z° 3/4' OR V GALVANIZED PLUG
L
FOR SERVICE FROM EXISTING STEEL
ASBESTOS CEMENT OR PVC WATER MAINS
INSTALL DOUBLE STRAP SERVICE CLAMP
EQUAL TO MUELLER CO.
j/ &I" WATER SERVICE DETAIL
NO SCALE
_ rl 89° 20 52�E
1325.28
W
CITY OF RENTON SURVEY L !
CONTROL MONUMENT I N CCD
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CITY OF
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CITY OF RENTON SURVEY
CONTROL MONUMENT NO. 369 i
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20T-B ST 85' ?D'O'E
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PROJECT DATA
APPLICANT/ DEVELOPER J 8 J CONSTRUCTION
2509 Aberdeen Ave NE
Renton, .A /A 98056
(425)
CONTACT: JIM JACQUES
SURVEYOR JAMES CRONES
ENGINEER JAMES E. HAYNES, P.E.
37234 22ND AVE SO
FEDERAL WAY, WA 98003
(206) 661 -6794
TOTAL AREA 0.76 ACRES
NUMBER OF LOTS 6
LEGAL DESCRIPTION
THE NORTH HALF OF THE NORTH HALF OF TRACT 245,
C.D. HILMAN'S LAKE WASHINGTON GARDEN OF EDEN
DIVISION NO. 4, ACCORDING TO THE PLAT i HEREOF,
RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN
KING COUNTY, WASHINGTON
ADDRESS
1724 ABEkDEEN AVE, N.E.
RENTON, WA 98056
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