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ZIE <br />SAND BAGS <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />PLASTIC SHEETING <br />(MIN 20 MIL THICKNESS) <br />A nn\AF Akin nrl n%Al CTnnl/nll r <br />STOCKPILE COVER <br />C 1.11 C 1 .4 SCALE: NTS <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />�Y BLOCK <br />SAND BAGS <br />E2 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />07/09/2021 <br />NW <br />ADDENDUM 1 <br />A0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. I DATE I BY <br />REVISION <br />NOTES <br />0 <br />1. STOCKPILED MATERIALS SHALL BE COVERED AND SECURED FROM WIND, <br />RAIN, AND OTHER DISTURBANCES AT ALL TIMES EXCEPT DURING ACTIVE <br />LOADING AND UNLOADING. <br />2. CONTRACTOR SHALL REMOVE WATER WITHIN THE STOCKPILE AREAS BY <br />PUMPING TO A CONTAINMENT VESSEL FOR ANALYSIS TO DETERMINE ITS <br />PROPER DISPOSAL. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL <br />OF COLLECTED WATER IN THE STOCKPILE AREA. <br />3. CONTRACTOR IS RESPONSIBLE FOR SOIL AND STOCKPILE MANAGEMENT, <br />INCLUDING SIZE, LOCATION AND NUMBER OF STOCKPILES. SEE <br />0 SPECIFICATIONS FOR FURTHER REQUIREMENTS. <br />4. IF MULTIPLE SHEETS OF PLASTIC SHEETING ARE USED ABOVE OR BELOW <br />THE STOCKPILES, THEY MUST OVERLAP BY 3' MINIMUM. <br />5. BARRIER REQUIRED AT TOE OF STOCKPILES. <br />6. SECURE COVERING TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON <br />ROPES WITH MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. <br />7. STOCKPILES MUST BE LOCATED MORE THAN 75' FROM SHORELINE AND <br />AWAY FROM STORM DRAIN CATCH BASINS. <br />8. GROUND SURFACES UNDER CONTAMINATED MATERIAL STOCKPILES SHALL <br />BE FREE OF OBJECTS THAT WILL DAMAGE SHEETING, OR A LAYER OF <br />GEOTEXTILE OR PLYWOOD SHALL BE PLACED BELOW. <br />NO. I DATE I BY <br />REVISION <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />CITY OF EVERETT STANDARD TESC NOTES (VOL. 19 2-5 <br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD <br />OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE <br />ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED <br />AND PERMANENT STABILIZATION MEASURES ARE ESTABLISHED. <br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO <br />CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE <br />PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. <br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING <br />ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE <br />SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE <br />CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO <br />ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO NO LEAVE THE SITE. <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR <br />CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. <br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 <br />HOURS FOLLOWING A MAJOR STORM EVENT. <br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL <br />CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH <br />SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE <br />DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR <br />THE DURATION OF THE PROJECT. <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. <br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF PROPOSED BMPs FAIL. <br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM <br />OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />RECORD DRAWING <br />P�EENGINEER SA N.W I PORT OF EVERETT <br />N. WATSON ASS SHOWN <br />DESIGNEBECKER 06/21/2021 <br />D 3: DATE: <br />J. NORTON TERMINAL DEVELOPMENT <br />DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION <br />K. EDWARDS, D. YU N. WATSON TESC STOCKPILE <br />APPROVED BY: COVER DETAILS <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. <br />C1.4 <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021-02.2 <br />SHEET No. 22 OF 150 <br />0 <br />Z <br />a <br />U <br />w <br />