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AUBURN
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AUBURN WASHINGTON
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77-
GENERAL NOTES
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1. ALL WORKMANSHIP AND MATERIALS SMALL CONFORM TO THE CITY OF AUPAN-S REQUIREMENTS AND SPECIFICATIONS.
2. STANDARD SPECIFICATIONS SMALL RE 1961 APWA AS MODIFIED BY TNt9lTY OF AUBURN. p
3. A COPY OF THESE APPROVED PLANS SHALL BE ON -SITE DURING rJONSTRUCTION. z
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4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SMALL CALL ONE -CALL 0-800-424-5555) FOR UTILITY LOCATIONS >
(WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPhM, AND TELEVISION). cr uj III
5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
TRUE ELEVATIONS AND LOCATIONS SO AS TO AV61D DAMAGE OR DISTURBANCE DURING CONSTRUCTION.
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6. EXISTING PAVEMENT SURFACES SMALL BE SAWCUT FULL DEPTH WITN STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW "K Izz
AND ORIGINAL PAVEMENT SMALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). Lu
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7. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES b
(SEWER, WATER, STORM) OF 5 FEET. z
8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SMALL BE DONE UNDER THE DIRECTION Of A LICENSED
LAND SURVEYOR OR A LICENSED PROFESSIONAL ENGINEER.
9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SMALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS
RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY.
_tR AND 6tW6R 7-0 06 A-,5e$U1LT PER c-l-ry ar 4uauRki U/ T
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WATER NOTES E
a) c: 0) CA
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cu (p 1. PIPE FOR WATERMAINS SMALL BE DUCTILE IRON MEETING ANSI INK31FICATIONS A-21.51 OF LATEST REVISIONS AND SMALL BE C a) Q) 5,
a) c c\j
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THICKNESS CLASS 52. PIPE SMALL BE CEMENT -LINED, IN ACCONVACE WITH ANSI 1111111111164FICATIONS A-21-4 OF LATEST E
REVISIONS. c
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2. ALL WATERMAINS SMALL HAVE A MINIMUM COVER OF 42 INCHES. Q_ U _j _j LLJ
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3. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES.
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4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SMALL BE EITHER MECHANICAL BOLTED TYPE, OR 0c\J0
PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11.
PIPE VITTINGS: PIPE FITTINGS SMALL BE DUCTILE IRON AND SMALL HAVE THE SAME KIND OF COATING, LINING AND
STRINVIN AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST
REVISION.
5. HYDROSTATIC TESTS ON THE NEW PIPE LINE SMALL BE WE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER PRESOM <
TESTING WATER LINES" AND fHE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED HEREIN.. ALL EQUIPMENT
NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SMALL CONDUCT ALL TESTS
UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SMALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED
UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI.
6. DISINFECTION OF THE NEW WATER SYSTEM SMALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINES AMD
SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWAA C-601.
7. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DtUnll. L
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8. SERVICES SHALL BE 2 -INCH TYPE K COPPER TUBING AND THE CITY OF AUBURN TO INSTALL WATER METERS. c'\J
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9. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF MOM MNDARD MmLs. z
10. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN STANDARD DETA'L.
11. CONTRACTOR SMALL OBTAIN ANY NECESSARY WATER METER PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 7717
12. ALL VALVE BOXES IN PUBIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO. FINAL GRADE AFTER FINAL PAVING IS
COMPLETE.
13. WHERE THE ITJNDfRGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE AND DETAILED PLAN MUST
BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION. FOR FURTHER INFORMATION CALL THE AUBURN FIRE PREVENTION
BUREAU AT 931-3060.
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SEWER NOTES 0
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1. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS. w
2. SIDE SEWER SMALL BE INSTALLED FROM THE CITY SEWER MAIN TO 5 FEET BEYOND THE PROPERTY LINE AND SHALL BE A UJI
MINIMUM OF 6 INCHES IN DIAMETER WITH A 1% MINIMUM SLOPE.
3. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE -ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SMALL
BE PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS SHALL BE APPROVED RUBBER GASKETS JOINTS. (THE LOCATION OF THE
SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE -TREATED 2 X 4, FOUR FEET LONG
BURIED IN THE GROUND A DISTANCE OF 3 FEET. THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT
WITHDRAWAL OF THE STAKE. THE EXPOSED 1-FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR
TEE SMALL BE INDICATED IN BLACK PAINT ON THE 2 X 4.) IN ADDITION, THE LETTER "S", 2 INCHES HIGH, SHALL BE
NEATLY IMPRINTED IN THE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER LOCATION.
4. LOCATION OF SIDE SEWERS SHOWN ARE APPROXIMATE ONLY AND MAY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON
AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCAT IONS AKE DETERMINED. UJI
5. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER PERMITS FROM THE 9 1 fi OF AUBURN PRIOR TO CONSTRUCTION.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND
PROPOSED OR EXISTING STORM LINES PRIOR TO CONSTRUCTION.
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7. ALL SEWER PIPE SHALL BE PVC SDR-35, ASTM 3034.
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Y"M PLANS AM -APPROVEW FOR
%Vlft THE CITY OF AUSURN z UJ
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WGINEERIlln DIvISION'S REQUIREMENTS
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