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--------- <br />---------------------- <br />--------------------------- <br />I! IIIIIIII x x x—x—x1xF3TADJUST <br />XXXX X XX -X <br />- <br />------------------ ------ - <br />�y CONTROL POINT SILT FENCEN: 368302.18 BIOSWALE CONSTRUCTION 20 <br />o I E: 1300642.92 AS NECESSARY <br />WL ALIGNMENT OF LIMITS <br />WORK CONNECT NEW I i� <br />EE DWG G1.04 FENCE TO EXISTING / <br />50 1 )0 ---��i N — <br />}+ ,r 0-i- <br />LD <br />X �� I <br />- <br />l------`--- I - - <br />px 1 I <br />a <br />�o <br />z ;I I I wd j/Ox I \ �o <br />a 0, ---- <br />' I <br />L I Ii , pp I <br />' �, MWL ALIGNMENT <br />I -CONTRACTOR <br />_ N I �\ SEE DWG G1.04 <br />2 I I LAYDOWN AREA <br />r 115p <br />0 <br />a z o ti_1� F� I <br />Ss F o I SSL ALIGNMENT 2+ <br />2 X of SEE DWG G1.04 00-- <br />w LU x - <br />i <br />+ \ I I 0 <br />NOTES <br />O1 TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />2 t <br />O2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT N I I0 <br />x TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />> THROUGHOUT CONSTRUCTION. I '� <br />o O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE <br />PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S <br />i RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE I o D3.07HLINE — — <br />CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. I + <br />PLAN <br />a <br />n SCALE IN FEET <br />5 IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 RECORD DRAWINGS <br />PROJECT ENGINEER: SCALE PORT OF EVERETT owc. No. <br />� PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KESER NOTED D3.02 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />z CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: <br />y Port O� 3240 Eastlake aven�eE WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP N0. <br />0 ® ® ® Seams,washing-98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF L� �" q 6-8-008-01 <br />EVERETT p: 206.624.1387 INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY CHECKED BY PHASE 1 <br />ENGINEERS, INC.—.pnd-gnee[s _ Al 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT <br />ti P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED DO NO. PD-WP-2022-07 <br />TEMPORARY R A R Y EROSION 0 S I 0 N AND D <br />EVERETT, WA 98206 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY <br />(425) 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. SEDIMENT CONTROL PLAN SHEET N0. 32 OF 48 <br />