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WORKING\16144T\TBD-16114T C2.31 RENTON TB-OXYJBCRH.DWG PR17000462 C17004161 CORE JOB NO. 16114T ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END CONSTRUCTION RECORD
DRAWING 1 ADD AB STREET LIGHT SES 10/5/20 SHM EROSION/SEDIMENTATION C2.31 5 CONTROL NOTES CONSTRUCTION SEQUENCE SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON.
FLAG THE LIMITS OF CLEARING, INSTALL FILTER FABRIC FENCE WHERE SHOWN ON PLANS. INSTALL EITHER 42" ORANGE SAFETY FENCE OR FILTER FABRIC FENCE ALONG ALL OTHER LIMITS OF CLEARING WHERE
FILTER FABRIC FENCE IS NOT DELINEATED.
CONSTRUCT THE TEMPORARY ROCK LINED CONSTRUCTION ENTRANCE.
CONSTRUCT THE DETENTION VAULT, CONTROL STRUCTURE, OUTLET PIPE AND OUTFALL PROTECTION. SEE SHEETS C4.01 & C4.31 FOR DETAILS. INSTALL FILTER FABRIC PROTECTION ON NEWLY CONSTRUCTED CATCH
BASINS AND EXISTING CATCH BASINS AS DESIGNATED ON SHEET C2.01.
BEGIN CLEARING AND GRADING WHILE EXTENDING TEMPORARY INTERCEPTOR SWALES. BRING THE SITE TO SUBGRADE, INSTALL UTILITIES. HYDROSEED AS SOON AS PRACTICAL.
STABILIZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPLICATION OF BMPs BY HYDROSEED, SOD, OR SIMILAR METHOD.
REMOVE EROSION CONTROL FACILITIES EXCEPT INLET FILTERS. (ONLY WHEN APPROVED BY CITY INSPECTOR).
PAVE DRIVE AISLES.
REMOVE INLET FILTERS WHEN THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
CLEAN STORM SYSTEM PRIOR TO USE. DO NOT FLUSH CLEANING WATER DOWNSTREAM.
TEMPORARY BMP'S CAN BE REMOVED ONLY AFTER PROJECT IS COMPLETE AND RISK OF SILT LADEN WATER LEAVING THE SITE HAS PASSED. THIS T.E.S.C. PLAN APPLIES TO THE DRY SEASON ONLY. FINISH
GRADING, PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUME) SHALL BE APPLIED AT A MINIMUM RATE OF 120 POUNDS PER ACRE. THE SEED SHALL CONFORM TO THE STANDARDS
FOR "CERTIFIED" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WASHINGTON DEPARTMENT OF AGRICULTURE "RULES FOR SEED CERTIFICATION," LATEST EDITION. THE MIX SHALL CONFORM
WITH CITY OF 12. A MINIMUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROSION/ SEDIMENTATION CONTROL WHERE IT CAN BE EXPECTED THAT THE WATER DEPTH
WILL EXCEED ONE FOOT. 13. IMPERVIOUS SURFACES (ROOFS, STREETS, DRIVEWAYS, ETC.) SHALL BE DIRECTED INTO THE COMPLETED 14. SILTATION CONTROL AREAS SHALL BE RETURNED TO ORIGINAL GROUND
CONDITIONS OR BROUGHT TO FINISH GRADE AT THE PROJECT'S COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITIES USED FOR EROSION/ SEDIMENTATION CONTROL SHALL BE CLEANED PRIOR
TO PROJECT ACCEPTANCE. SEDIMENT SHALL NOT BE 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF 16. ISSUANCE OF THIS BUILDING PERMIT
BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF HIS CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION AND FURTHER, THE CITY
OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. RENTON STANDARDS AND SPECIFICATIONS. STORM DRAINAGE SYSTEM
AS SOON AS POSSIBLE. EROSION/SEDIMENTATION CONTROL FACILITIES MAY BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL
BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND
ABOVE MINIMUM REQUIREMENTS SHOWN, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY OF RENTON INSPECTOR MAY
DETERMINE THE NEED FOR AND EXTENT OF ANY ADDITIONAL FACILITIES. 9. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR SILT CONTROL AND TO MINIMIZE 10. ALL EXPOSED SOIL SHALL
BE STABILIZED BY SUITABLE APPLICATION OF BEST MANAGEMENT PRACTICES (BMPS), INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGETATION, PLASTIC COVERING, MULCHING, OR APPLICATION
OF GRAVEL BASE ON AREAS TO BE PAVED. ALL BMPS SHALL BE SELECTED, DESIGNED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED MANUAL. CONSTRUCTION ACTIVITIES MAY BE SUSPENDED 11.
ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE ENGINEER. THIS MAY BE ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. IMMEDIATELY
FOLLOWING EROSION CONTROL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS AND APWA/WSDOT 2012 STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. A COPY OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE ON-SITE AT ALL TIMES. 2. ALL LOCATIONS OF EXISTING UTILITIES
SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON
WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY 3. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES FOR CAPPING,
ABANDONING, AND/OR RELOCATING AFFECTED WATER, SANITARY SEWER, GAS, POWER, TELEPHONE, AND CABLE T.V. PRIOR 4. A COPY OF THESE APPROVED PLANS AND CITY OF RENTON STANDARD SPECIFICATIONS
AND DETAILS MUST BE 5. APPROVAL OF THIS PLAN IS FOR THE EROSION/SEDIMENTATION CONTROL FACILITIES ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF THE STORM DRAINAGE DESIGN, NOR
SIZE OR LOCATION OF PIPES, 6. ALL GROUND COVER OUTSIDE CLEARING LIMITS SHALL REMAIN UNDISTURBED. SPECIAL PROTECTIVE FENCING MAY BE REQUIRED IN CERTAIN AREAS. PRIOR TO MASS
CLEARING OF THE SITE, CLEARING LIMITS AND INITIAL EROSION 7. ALL REQUIRED EROSION/SEDIMENTATION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING
AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES. ALL EROSION/SEDIMENTATION CONTROL
FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. REFER TO THE CONSTRUCTION
SEQUENCE, 8. THE EROSION/SEDIMENTATION CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. EROSION.
CONTROL MEASURES SHALL BE INSPECTED BY THE CITY. RESTRICTORS, CHANNELS OR DETENTION FACILITIES. FOR ADDITIONAL DETAILS. TO GRADING ACTIVITIES. IF A CONFLICT EXISTS.
ALL DETENTION AND OUTFALL WORK WILL BE COMPLETED AND FUNCTIONAL BEFORE ANY PAVING. 17. FLUSHED DOWNSTREAM INTO EXISTING CLEAN STORM SYSTEM. 18. SEDIMENT CONTROL FACILITIES SHALL
BE INSPECTED WEEKLY OR AFTER A RUNOFF-PRODUCING STORM EVENT DURING THE DRY SEASON AND DAILY DURING THE WET SEASON. THE INSPECTION FREQUENCY FOR STABILIZED, INACTIVE SITES
SHALL BE DETERMINED BY THE CITY OF RENTON INSPECTOR BASED ON THE LEVEL OF SOIL STABILITY AND POTENTIAL FOR ADVERSE ENVIRONMENTAL IMPACTS. 19. FILTER FABRIC FENCE TO BE INSTALLED
AS DIRECTED BY CITY OF RENTON INSPECTION. DURING THE RAINY SEASON (OCT. 1 THROUGH APR. 30). FROM MAY 1 THROUGH SEPTEMBER 30, NO
UNWORKED SOIL SHALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. RAINY SEASON WORK GUIDELINES MAY
ALSO APPLY. 20. MAXIMUM OPEN TRENCH LENGTH SHALL BE 300' GENERAL STOCKPILE NOTES STOCKPILE AREAS TO BE COVERED WITH VISQUEEN PLASTIC (MINIMUM 6 MIL.), WHEN NOT IN USE. VISQUEEN
IS TO BE HELD IN PLACE BY A MINIMUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE PILE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN
ACAD_MTEXT_DEFINED_HEIGHT_END STORMWATER POLLUTION PREVENTION NOTES ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END 1. NO LIQUIDS INCLUDING PETROLEUM PRODUCTS, FUEL,
SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES, FORM OILS, ETC. SHALL BE STORED ON SITE.
2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION
OF STORMWATER.
3. ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON SITE.
4. ALL VEHICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFSITE.
5. CONCRETE WASTE SHALL BE HANDLED AS LISTED:
A. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINATING BATCH PLANT FOR RECYCLING.
B. CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING
INSTALLATION OF CONCRETE OR ASPHALT.
C. EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETE PAVERS, SHALL ONLY BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES.
D. WHEN NO FORMED AREAS ARE AVAILABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PAVED OR LINED SUMP. SEE THESE PLANS FOR LOCATION OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL EITHER
BE NEUTRALIZED PRIOR TO DISCHARGE TO THE SEDIMENTATION FACILITY OR DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS.
6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUTTING AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT OR TO PAVED OR LINED SUMP.
7. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL BE DISCARDED TO THE SEDIMENTATION FACILITY OR TO THE SANITARY SEWER.
8. APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN LOSS OF CHEMICAL TO STORMWATER
RUNOFF. MANUFACTURERS' RECOMMENDATIONS SHALL BE FOLLOWED FOR APPLICATION RATES AND PROCEDURES.
9. THE CONTRACTOR SHALL DESIGNATE A PERSON AS THE RESPONSIBLE REPRESENTATIVE IN CHARGE OF EROSION CONTROL AND MAINTENANCE OF ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION FACILITIES.
(COREY WATSON (425) 646-4139) DEWATERING CONTROL ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED BY DISCHARGE TO SEDIMENTATION FACILITY. IF DEWATERING OCCURS FROM AREAS WHERE THE
WATER HAS COME INTO CONTACT WITH NEW CONCRETE, THE pH OF THE WATER MUST BE MONITORED AND MUST BE NEUTRALIZED PRIOR TO DISCHARGE. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY
THE
CITY OF RENTON PRIOR TO DEWATERING ACTIVITIES. DUST CONTROL WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT WIND TRANSPORT IS POSSIBLE, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL
WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRAYING. 21. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC
WORKS DESIGN ENGINEER.
22. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
23. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS,
SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING.
24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH
MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,
INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON,
OUTSIDE THE SPECIFIED TIME PERIOD.
25 FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES.
26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION
SITE. WET WEATHER CONSTRUCTION NOTE: ALL PROJECTS WORKING UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUBSTANTIALLY COMPLETE BY SEPTEMBER 30TH TO AVOID IMPLEMENTATION OF RAINY
SEASON CONSTRUCTION REQUIREMENTS. PROJECTS THAT WILL NOT BE SUBSTANTIALLY COMPLETED BY SEPTEMBER 30TH SHALL SUBMIT A SEASONAL SUSPENSION PLAN AND/OR WET WEATHER PLAN PREPARED IN ACCORDANCE
WITH THE GENERAL STANDARDS FOR RAINY SEASON CLEARING / GRADING, FOR APPROVAL BY THE CITY OF RENTON. AN APPROVED PLAN MUST BE AVAILABLE BY SEPTEMBER 1ST. ALLOW 7 WORKING DAYS FOR EACH
REVIEW PERIOD. THE APPROVED PLAN MUST BE IMPLEMENTED BY SEPTEMBER 15TH. IF NO PLAN HAS BEEN APPROVED BY SEPTEMBER 1ST, THEN STOP WORK AND SECURE THE SITE AGAINST EROSION, NO FURTHER
WORK WILL BE PERMITTED UNTIL MAY 1ST WHEN THE DRY SEASON RETURNS. 1
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11 WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY WILL REQUIRE CITY OF
RENTON APPROVED TRAFFIC CONTROL PLAN. 05 TED-40-3973 R-3973 ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } AcDbBlockRepETag 133
ACAD HATCH { ANSI31 } ACAD HATCH { ANSI31 } DATUM D E S I G N SOLID SOLID 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING