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COVER MATERIAL WITH OVER NIGHT STORAGE WITH 6 MIL REINFORCEMENT NOTES <br /> o PLASTIC COVER OF JOINT, WEIGHT DOWN PLASTIC AS REQUIRED <br /> o' <br /> z¢ FLOATATION 1. CONTRACTOR TO ADJUST TESC MEASURES TO MINIMIZE IMPACT <br /> m CONTINUOUS 2x4 TO MARINA DURING EACH PHASE. MAXIMUM ALLOWABLE <br /> w� MOUNT SOIL, STOCKPILE MATERIAL OR TRENCH EXCAVATION SAND BAG CONTAINMENT AREA SHOWN ON SHEETS G4.1-G4.3. <br /> d'E MATERIAL SUITABLE DOE BACKFILL TO ENSURE POSITIVE RUNOFF <br /> > d 2. CONTRACTOR TO PROVIDE ANCHORING AS REQUIRED TO <br /> m m -11=iTl=_ ANCHOR EDGES WITH <br /> a _ -'IL PLASTIC SHEATHING PREVENT BOOM FROM FLOATING OUTSIDE PROPERTY LIMITS, <br /> N IMPERVIOUS _�I ;I- WITH SAND BAG OR LOCATE AS NEEDED FOR IN WATER/OVER WATER WORK. <br /> a ° 0 DEBRIS BARRIER �I-� TIRES ON ROPES <br /> co <br /> 'I SPACED 6" OC MAX 3. CLEAN OUT EXISTING STORMWATER CATCH BASINS PRIOR TO <br /> a' _ N = f I- - INSTALLING INLET PROTECTION. <br /> >w ro 5 a 4. MAINTAIN INLET PROTECTION PER MANUFACTURERS <br /> m N o RECOMMENDATIONS OR CLEAN OR REMOVE AND REPLACE WHEN <br /> ° 3 SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. <br /> m IMMEDIATELY REMOVE ANY ACCUMULATED SEDIMENT ON OR <br /> Uy <br /> BALLAST AROUND THE INLET. <br /> W� <br /> �J W 5. DO NOT REMOVE SEDIMENT BY FLUSHING WITH WATER. DISPOSE OF <br /> w' NOTE: ALL SEDIMENT OFF-SITE AT AN APPROVED FACILITY. <br /> 1. RIPS AND TEARS IN THE PLASTIC SHEETING SHALL BE PREPARED IN A TIMELY MANNER. <br /> p 6. CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS TO THE EXISTING <br /> 1 DEBRIS BOOM 2 SHALL STOCKPILE <br /> STOCKPILED MATERIAL <br /> NO MORE C THAN 1AVTOTI I SLOPE E AND TOEAOFETHER BACKFILL FUEL FLOAT AT ALL TIMES. <br /> G4.1,G4.2 G5.1 SCALE: NTS STOCKPILE SHALL NO CLOSER THAN 2' FROM THE EDGE OF EXCAVATION. STOCKPILE <br /> HEIGHT SHALL NOT EXCEED 10'. <br /> TEMPORARY STOCKPILE DETAIL <br /> G4.3 G5.1 SCALE: NTS <br /> w <br /> EX SURFACE Q <br /> U <br /> DIY cn <br /> O - <br /> �O� <br /> d 0� <br /> PROJECT WORK AREA <br /> U <br /> (n O O O O O O O <br /> H <br /> _I <br /> I <br /> O <br /> CATCH BASIN OR <br /> — D <br /> TRENCH DRAIN <br /> Zi- TEMPORARY CONSTRUCTION <br /> FOSS STREAM GUARD Q FENCE <br /> OR APPROVAL EQUAL cn w Y SECURE SILT FABRIC FENCE <br /> L'j� <br /> INLET PROTECTION <br /> PEDESTRIAN WALKWAY <br /> o G4.3 G5.1 SCALE: NTS 6' MIN <br /> 0 <br /> ro <br /> c� ASPHALT BERM OR OTHER <br /> CHANNELIZING DEVICE <br /> o TEMPORARY SEDIMENT BARRIER, <br /> SUCH AS STRAW WATTLE, AS <br /> APPROVED BY THE PORT <br /> i 2" TO 4" <br /> 3 <br /> SURFACE FLOW <br /> 6" (MIN) — — — — — — — �x <br /> 3 SEDIMENT BARRIER ASPHALT BERM <br /> G4.3G5.1 SCALE: NTS � TEMPORARY FENCING <br /> G4 <br /> E .3 G5.1 SCALE: NTS IF SHEET IS LESS THAN 22x34 <br /> v REDUCE SCALE ACCORDINGLY <br /> o RN. WATSONENGINEER SCALE PORT OF EVERETT °W N G5 1 W <br /> - ���o>:*ess�gl N. W AS SHOWN <br /> ti DESIGNED BY: DATE: <br /> Port of =g'~� �'� ES PETERsoN DATE 2023 CENTRAL MARINA FUEL DOCK CP NO. <br /> EVERETT1Tff 2-°-D73-°' <br /> DRAWN BY: CHECKED BY: C <br /> 1601 5th Avenue,Suite 1300 �slm�a��o ati B. MACHUS S. STAINER PROJECT c <br /> TESC DETAILS " W <br /> N P.O. BOX 538 Seattle,Washington 98101 ® 04/11/2023 SS ISSUED FOR PERMIT REVIEW �a1P11 APPROVED BY: MR-GM-2G23-°1 <br /> EVERETT, WA 98206 <br /> (206)382-0600 Fax(206)382-0500 AA <br /> o/ (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 10 OF <br /> a <br />