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0 <br />X rm x'� <br />I j _ <br />i I <br />2 wr N <br />-'PSS 7 PSS ,J PSS RSS <br />PSO � PSO PSO I <br />� g'1'00 1—I <br />W w V00 w <br />may. <br />W W W <br />— SS —4�ss SS SS L <br />SEEj SD <br />EP <br />EJ B <br />JBS <br />W w w <br />NOTES <br />O1 TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />O2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT <br />TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />THROUGHOUT CONSTRUCTION. <br />O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE <br />PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S <br />RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE <br />CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. <br />-------------- <br />---5--------- <br />�--- <br />o MATCH FENCE TO <br />o END OF ECOBLOCK <br />WALL <br />1 I . <br />PSO j— 'PSC <br />- PSS I <br />-4+ <br />W <br />W w _ <br />11 <br />II <br />II <br />I <br />i so �I <br />®EJBI <br />� LL <br />r� <br />I <br />I <br />� I <br />o I <br />I <br />I <br />I <br />3 <br />n . a <br />MATCHLINE I 2 w� D3.07 <br />EXISTING I --- ---_ -- <br />RESTROOM Q o <br />In <br />ECOBLOCK WALL <br />SEE D4.04 <br />x <br />o SS PSS pS <br />- PSO PSO PSO PSO PSO PSO PSO PSO PSO S� PS <br />PSS PSS PSS SS <br />o X X x X X <br />u) ' <br />W ;+50 W 3+00 w w 3+50 4+0g % 4+50 w <br />2-EPs q EJB <br />W <br />W W W W W SD W W <br />�1 0 D SD <br />2 O 2 <br />0 <br />LIMITS <br />OF WORK <br />L-----w ----------------------- <br />w w <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />® EJB <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. RECORD DRAWINGS <br />� <br />z <br />y Port O� <br />EVERETT <br />ti P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />3240 Eastlake aven�e>✓ <br />® ® ® Seams,washing-98102 <br />p: 206.624.1387 <br />ENGINEERS, INC.—.pnd-gnee[s _ <br />Al7/7/23 <br />7/27/22 <br />JBK <br />JBK <br />RECORD DRAWINGS <br />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 />D. DRAWINGS ARE ALSO NOT TO BE USED <br />APPROVAL FROM FIND. <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO FIND. <br />PROJECT ENGINEER: <br />J. KESER <br />SCALE <br />NOTED <br />PORT OF EVERETT <br />owc. No. <br />D3.05 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />L� �" q <br />PHASE 1 <br />^I EROSION A N D <br />SEDIMENT CONTROL PLAN <br />CIP N0. <br />6-8-008-01 <br />DRAWN BY <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />APPROVED BY <br />NO. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 35 OF 48 <br />