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<br />WATER DISTRICT NO 125 STANDARD NOTES:
<br />1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE
<br />ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES
<br />UNDERGROUND LOCATION CENTER (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE
<br />CONTACTED IF A UTILITY CONFLICT EXISTS.
<br />2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR
<br />INSPECTION.
<br />3. CONTRACTOR 5 RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING.
<br />4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION
<br />FROM THE ENGINEER'S DESIGN.
<br />5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS.
<br />6. CONTRACTOR SHALL FURNISH ALL MATERIALS.
<br />7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH-ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR
<br />COATED WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE
<br />PORTIONS OF ANSI STANDARD A21.10.A21.11.B10.2.B10.4 AND A21.53. WITH A MINIMUM PRESSURE RATING OF150 PSI AND WILL BE
<br />CEMENT LINED.
<br />8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER.
<br />9. CUT-INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN
<br />ADVANCE.
<br />10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED.
<br />11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE.
<br />12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT-INS, AND LIVE
<br />TAPS.
<br />13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES.
<br />14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES.
<br />15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT.
<br />16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER.
<br />18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS.
<br />19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER.
<br />20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'
<br />21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION.
<br />22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE
<br />DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC ARES SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER
<br />ASTM D-1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR.
<br />23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO
<br />EXCEPTIONS.
<br />24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS.
<br />25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY
<br />ENGINEER.
<br />26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES
<br />REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS.
<br />27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125.
<br />UTILITIES NTNES NOTES~
<br />1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP.
<br />ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS.
<br />2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM
<br />OTHER UNDERGROUND UTILITIES.
<br />3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING.
<br />4. UTILITY TRENCHING BEDDING AND BACKFILL SHALL BE PER DETAIL 8 ON SHEET TC3.3.
<br />STORM DRAINAGE NOTES:
<br />3.
<br />ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION
<br />STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED.
<br />MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TOSTREAMS^^DRA|NSTOVVETLANDS^OR "DRAINS TO
<br />STREAMS", WETLANDS",
<br />GROUNDWATER", APPLICABLE.
<br />DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
<br />BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE.
<br />CIVIL LEGEND
<br />INTERCEPTOR `'�'^�' '~'`~``'`�� \TC3.3
<br />4
<br />PROPOSED BUILDING OUTLINE
<br />PROPOSED WATER SERVICE. TRENCHING PER
<br />COT STD PLAN WS-18.
<br />PROPOSED FIRE SERVICE. TRENCHING PER
<br />COT STD PLAN WS-18.
<br />PROPOSED SANITARY SEWER. TRENCHING PER
<br />COT STD PLAN DS-14A AND DS-14B
<br />ASPHALT PAVEMENT
<br />VERTICAL CURB
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<br />GRAPHIC SCALE
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<br />105 S. Main Street Suite 323
<br />Seattle, WA 98104
<br />t: 206-624-4222
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<br />REVISION DATE
<br />Design:
<br />Drawn:
<br />Checked:
<br />Project No.
<br />Jared McDonald
<br />Jared McDonald
<br />Doug Tapp
<br />331-16-01
<br />Issuance
<br />CUP UPDATES
<br />Date: 4/10/2017
<br />CIVIL SITE
<br />Drawing Number
<br />TC3.O
<br />COPYRIGHT © 2015 ROLLUDA ARCHITECT INC
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