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m C <br />m — <br />< <br />m a <br />m t1 <br />a< <br />o � <br />v� <br />m <br />3 <br />0 <br />00 <br />N <br />CD <br />N <br />N <br />Fs—HEET D3.01 <br />GEET D3.0; <br />o�h <br />z <br />f <br />0 <br />0 <br />o_ <br />a <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />iTr <br />SOUTH MARINA <br />F M�d I T I <br />TEMPORARY EROSION AND SEDIMENT CONTROL KEY PLAN <br />Y <br />I <br />h <br />< ��t /% <br />o V <br />LD <br />EVER TT <br />N <br />P.O. BOX 538 <br />N EVERETT, WA 98206 <br />3211R-1akeA,,m,R <br />® ® ® Se tde, Wzshmgton 98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengineees.mm <br />p0 <br />7/27/22 <br />JBK <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.,s <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 />IN ANY MANNER THAT WOULD CONSTITUTE ALSONOT ToTEMPORARY <br />DETRIMENTE USED <br />BRUCF <br />,�.�,PN e�nsH ,(F <br />�P <br />$ FP <br />, rF 3278pEo �� <br />FSSAO NAB 0�G\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D3.00 <br />DESIGNED BY <br />C. WIEST <br />GATE: <br />JULY 2022 <br />MILLWRIGHT LOOP P ROADS A D S <br />1 <br />EROSION A N D <br />CIP N0. <br />8—$-008—Oi <br />RAWN BY <br />G. DEAN <br />CHECKED BY:PHASE <br />C. CASTONA <br />PROJECT <br />NO PD-WP-2022-07 <br />APPROVED BY: <br />SHEET N0. 30 OF 48 <br />I. (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />Q <br />p/�D <br />SEDIMENT CONTROL K E Y PLAN <br />NO. <br />DATE <br />BY <br />REVISION <br />