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r <br />o Pso qso Pso Pso Pso Pso Pso Pso Pso Pso Pso <br />2 MSL ALIGNMENT, <br />sD SEE DWG 31.04 <br />w �+oo w w w 6+00 w 5�. w w <br />w w w <W w w w w— <br />SD SD SD �... <br />5 )SD SD <br />2 <br />LD <br />o I � <br />M o o <br />0 <br />I ° X— <br />o I o <br />o <br />co <br />E <br />0 <br />z <br />o �wwww—w <br />Q <br />_ w w <br />N GENERAL NOTE: <br />SILT FENCE WILL NEED TO BE PLAN <br />N ADJUSTED DURING TEMPORARY SCALE IN FEET <br />< ACCESS ROAD CONSTRUCTION. <br />20 0 20 40 <br />�I O <br />LD <br />3. <br />f <br />01 <br />NOTES <br />6 <br />�I <br />OTEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />OINLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT <br />TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />THROUGHOUT CONSTRUCTION. <br />OINSTALL 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 />0 <br />N <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />I <br />z <br />° Post <br />U <br />3240 P.asdake Avenue E <br />® ® ® <br />Wa1387 98102 <br />I <br />EVERrTT <br />P: 206.624.1367 <br />P:206. <br />N <br />N <br />P.O. BOX 538 <br />ENGINEERS, INC. <br />_.Pndevgi_..c m <br />N EVERETT, WA 98206 <br />n (425) 259-3164 <br />27/221 JBK I ISSUED FOR BID <br />DATE BY REVISION <br />2 <br />HIND 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 1 <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PINE. <br />WSL ALIGNMENT, <br />SEE DWG 31.04 <br />A',f 0 0ac�v <br />LIMITS po �popocDpo <br />OF WORK oo a I ':o ' <br />� o <br />i o oo° / <br />° o °oD ° <br />000000 <br />oa o 000 0� <br />000Dp000po <br />o <br />o000p � • o <br />m�000 0 ooQ000 <br />J0000 opoa Do°000 o � � <br />.�00000000Q000�000�000 <br />2 R� <br />w / <br />� <br />I o <br />w—�o.o� _ooc <br />2 <br />(IS <br />PROJECT ENGINEER: <br />SCALE: <br />J. KEISER <br />NOTED <br />DESIGNED BY: <br />C. WIEST <br />DATE- <br />JULY 2022 <br />.DRAWN BY: <br />CHECKED BY: <br />G. DEAN <br />C. CASTONA <br />APPROVED BY: <br />U � U <br />O� PSO <br />- <br />+ <br />oQ000 <br />++ <br />O pOo <br />Dpo o . <br />++ <br />>�o .K <br />+ <br />oa <br />++ <br />- - - <br />2 <br />0 <br />0 0 S• <br />_ <br />s_'a, <br />as as as <br />A17 <br />- <br />- BUILDING <br />2 <br />++ + <br />o <br />+ + <br />+ <br />//ntn <br />0 <br />++ <br />� O O <br />PORT OF EVERETT DWG. NO. <br />D3.06 <br />MILLWRIGHT LOOP ROADS CIP NO. <br />PHASE 1 6-8-008-01 <br />TEMPORARY EROSION AND PROJECT <br />N0. PD-WP-2022-07 <br />SEDIMENT CONTROL PLAN SHEET NO. 36 of 48 <br />