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KEY NOTE INDICATOR020
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8" SDRNOMINAL PIPE DIAMETER =>THIS CONTRACT PIPING < 12" DIAMETER PIPING 12" DIAMETER INDICATOR POST VALVENON-FREEZE HOSE VALVE (V-X)X = NO. IN SPECIFICATIONS GATE VALVE AND VALVE BOX BUTTERFLY VALVE AND VALVE BOX PLUG VALVE AND VALVE BOX FLEXIBLE COUPLING 90° ELBOW UP 90° ELBOW DOWN BEND < 90° UP BEND < 90° DOWN CONCENTRIC REDUCER CAP OR PLUG CLEANOUT FIRE HYDRANT
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GENERAL SYMBOLS
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14
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16
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1.
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4.
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5.
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7.
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8.
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9.
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7
-
0
2
.
3
(
1
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CITY OF RENTON WATER UTILITY NOTES AND SPECIFICATIONS (CONTINUED):18.
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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.
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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.
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CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.21.
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STARTING NEW CONSTRUCTION.22.
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NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.23.
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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.
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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.
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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.
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ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.27.
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SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.28.
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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.
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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.
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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.
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KEY NOTES (CONTINUED):CONNECT TO EXISTING 3" HPNG AT INVERT ELEVATION 123.00.REMOVE EXISTING 2" HSSG LINE BACK TO CONNECTION IN NORTH ROADWAY. COORDINATE WORK WITH SEQUENCING CONSTRAINTS.BOLLARDS WITHIN CLOUD ARE TO BE REMOVABLE .6" SS @ 2.00% MIN SLOPE 6" SSCO RIM 126.41 6" IE 118.90 6" SSCO RIM 126.40 6" IE 119.26 6" SSCO RIM 125.54 6" IE 120.4014151617181920
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