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q <br />3 <br />NOTES <br />TEMPORARY SILT FENCE PER CITY OF EVERETT <br />OINLET SEDIMENT TRAPS PER COE STANDARD <br />PLAN 210.INLET SEDIMENT TRAPS SHALL BE <br />INSTALLED N ALL NEW STORM CATCH BASINS <br />THROUGHOUT CONSTRUCTION. <br />OINSTALL CONSTRUCTION FENCE PER BMP C103 <br />TO SECURE THE PROJECT SITE AS SHOWN. IT <br />SHALL BE THE CONTRACTORS RESPONSIBILITY <br />TO SECURE THE PROJECT SITE AND PROVIDE <br />CONSTRUCTION GATE AS NEEDED TO ACCESS <br />THE SITE <br />* SILT FENCE TO BE INSTALLED FROM LIMITS OF <br />PROPOSED HARDSCAPING ALONG <br />CONSTRUCTION FENCE AS SHOWN. <br />** SILT FENCE TO BE INSTALLED ALONG <br />CONSTRUCTION FENCE AS SHOWN. <br />*** INSTALL AN ADDITIONAL SIX (6) INLET <br />SEDIMENT TRAPS IN ALL EXISTING STORM <br />DRAIN INLETS ALONG SEINER DRIVE AND WEST <br />MARINE VIEW DRIVE <br />GUEST DOCK 5 <br />PLAN <br />SCALE IN FEET <br />2., 0 20 4 <br />RIM: 18.52' 2 /*** <br />INV IN- 14.62'5z <br />/ <br />INV 06T:14.52'i <br />SS. <br />ww w <br />0 <br />t' <br />5 <br />RIM:18.23' 2 <br />INV IN:13.98' O <br />-: ` <br />INV IN:13.98' <br />_ — — INV OUT:13.88' <br />i <br />FISHERMAN'S HARBOR ESPLANADE <br />TESC NOTES: <br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, <br />RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES) <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE <br />APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/ LANDSCAPING IS ESTABLISHED. <br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE <br />FLAGGED CLEARING LIMITS SHALL BE 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 ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND <br />SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />5. THE ESC FACILITIES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS <br />NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR 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 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 CATCH BASIN AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO <br />PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED <br />TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR 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. APPROXIMATE MEASURE SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMP'S FAIL. <br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY <br />1 THROUGH SEPTEMBER 30. <br />SD SD <br />RIM:18.04' O <br />INV IN:13.63: <br />INV IN:13.99I,I <br />INV IN: 13.56' <br />INV OUT:13.53' I"I <br />o � <br />0 <br />I <br />** 1 0 <br />I <br />to <br />RIM:19.10' <br />INV IN:10.94' <br />INV OUT.5.00' <br />l � <br />■ <br />CONSTRUCTION ENTRANCE ---Mum _lL <br />LOCATED TO THE EAST, <br />SEE SHEET D1.03 <br />ACTIVITY FLOAT <br />Ell <br />W--W—V_W <br />Port o, f <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1736F—thAvem,S. Slit, <br />© ® Sea&, Wash-g..98134 <br />P 206.624.1387 <br />ENGINEERS, INC. www.pvdcngi�ccts.�om <br />01 <br />QO <br />0/20/21 <br />]/27/21 <br />JBK <br />JBK <br />PUBLIC WORKS REVISION <br />100% ISSUED FOR BID <br />PND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVALE USED <br />PIN ROYV L FROR THAD. DAWINGS CONSTITUTE ALSONOT TO <br />DIRECTLY OR INDIRECTLY WOULD OENT <br />PND. <br />BIR <br />,S�v-o1­ <br /><E ' i <br />A <br />vF 2789 0o g`" <br />�SSlO0.E��\ <br />NAL <br />,olao� <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D1.02 <br />DESIGNED av: <br />C. WIEST <br />DATE - <br />JULY 2021 <br />_ <br />WPC FISHERMAN'S H A R B 0 R <br />COMMERCIAL DEVELOPMENT <br />PARCEL A8 <br />TEMPORARY EROSION AND SEDIMENT CONTROL PLAN <br />CIP NO. 5-0-012—01, 6-8-009-01 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2021-04 <br />APPROVED BY: <br />NO. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 9 OF 93 <br />