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° NOTES <br /> 1. SEE SHEETS 31.2 AND G5.1 FOR TESC NOTES. <br /> 2. CONTRACTOR TO LOCATE LAYDOWN AND STOCKPILE AREAS <br /> WITHIN PROJECT WORK AREA LIMITS AS NEEDED TO <br /> ACCOMPLISH WORK. <br /> B 3. CONTRACTOR SHALL PLACE TEMP FENCING AND LIGHTED <br /> BARRELS ALONG ALL TRENCHING OUTSIDE WORK LIMITS. <br /> 4. CONTRACTOR SHALL COORDINATE TIMING AND DURATION OF <br /> ` WORK OUTSIDE OF WORK LIMITS WITH PORT. CONTRACTOR <br /> L SHALL MINIMIZE UPLAND DISTURBANCE. <br /> 5. CONTRACTOR TO LOCATE ALL STORM DRAINS WITHIN 100' <br /> OF TEMPORARY CONSTRUCTION FENCE AND PROVIDE INLET <br /> PROTECTION. <br /> k 6. CONTRACTOR TO PROVIDE TRAFFIC DETOUR SIGNAGE AS <br /> ` o a NECESSARY WHILE WORKING IN THE DRIVE AISLE. <br /> v TEMPORARY INLET PROTECTION, <br /> k CONSTRUCTION FENCE, SEE NOTE 5, TYR <br /> L ` SEE NOTE 4 <br /> k L ® CHANNELIZING DEVICE, <br /> 79' TYP LEGEND <br /> 3 L <br /> SEE N TE 6 VEHICLE REROU E, m m m m PROJECT WORK LIMITS <br /> S <br /> L <br /> k WORK OUTSIDE TEMPORARY CONSTRUCTION FENCE jIG <br /> WORK AREA LIMITS, SA D3.1 FORWCUT LIMITS, SEE G <br /> s SEE NOTE 4 ® 2 <br /> SHEET <br /> HORIZONTAL CONTROL ° INLET PROTECTION ca.3 c5.1 <br /> r———————— SEDIMENT 3 <br /> BARRIER, CONTRACTOR TO —�g��g` SEDIMENT BARRIER <br /> L <br /> r--- TYP LOCATE 64.3 G5.1 <br /> CONSTRUCTION <br /> VIE <br /> E E ACC SS GATE TEMPORARY CONSTRUCTION ACCESS <br /> 0 0 0 E E GATE <br /> o <br /> FCS 3 I VS -------- snwcurrwc uMITs <br /> ALKWAY\ cc 6N.OPEDESTRIAN REROUTE WALKWAY <br /> °' E <br /> LL <br /> L ° L L L 21' PEDSTRIAN,REROUTE <br /> k k <br /> °\ k � <br /> VEHICLE REROUTE <br /> k PAT WHEN <br /> a aNECESSARY,'TYP w L Q L Q \ Q L \ L Q L L \ Q L �J L L L \ L L\ QO: b Q L. S <br /> CHANNELIZING DEVICE <br /> G4.3 G5.1 <br /> w <br /> 0 <br /> 12 ' <br /> o • • NTO <br /> CONTRACTOR SHALL COTRAC 4 <br /> LOCATE STORCK TO <br /> PILE <br /> i PROVIDE PEDESTRIAN ACCESS TO EX FUEL FLOAT AREA WITHIN FENCE Ga.3 G5.1 <br /> DURING CONSTRUCTION LIMITS <br /> � w '0 <br /> j E E E E E E E E E E--f—E E E E <br /> FWR —Al I vv- 1 <br /> N <br /> o <br /> 1 WORK OUTSDIE OF WORK AREA LIMITS <br /> G4.1 G4.3 SCALE: 1" = 10' <br /> 10' 0 20' 40' <br /> EaMEMO II <br /> 10' 20' <br /> E` SCALE: 1`10' IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY <br /> RN. WATSONENGINEER SCALE PORT OF EVERETT °W N G4 3 W= - � 04*ess�gl� N. W AS SHOWN <br /> ti DESIGNED BY: DATE: <br /> Port of =g'~� �'� ES PETERsoN 04/11/2023 CENTRAL MARINA FUEL DOCK GIP NO. <br /> EVERETT1Tff 2—°-073-°' <br /> DRAWN BY: CHECKED BY: C <br /> 1601 5th Avenue,Suite 1300 �slm�a��o ati B. MACHUS S. STAINER PROJECT c <br /> / P.O. BOX 538 TESC PLAN IN TEMPORARY NO. MR—CM-2023-01 <br /> c� Seattle,Washington 98101 ® 04�11/2023 SS ISSUED FOR PERMIT REVIEW �a1P11 APPROVED BY: <br /> °= <br /> EVERETT, WA 98206� (206)382-0600 Fax(206)382-0500 LLI <br /> p/ (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION UPLAND WORK ZONE SHEET NO. 09 OF a <br /> a <br />