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NOTES <br />(DTEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />Y2 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 />Y3 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 />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />----------- ---- <br />---------- <br />--- <br />FM e <br />SS <br />wV e <br />1 SD <br />(ERHAEUSER I ' <br />BUILDING _ 1 <br />\ ���I OF WORK <br />WL ALIGNMENT <br />EE DWG G1.04 <br />1 00 <br />v� g <br />00 <br />00 <br />4 C <br />co <br />I <br />I <br />0 � N <br />I <br />I <br />� 1 <br />I <br />1 _Q <br />CONNECTNEW <br />FENCE TO EXISTING <br />I I <br />I I' <br />Ots' I <br />2 � <br />;I <br />__--________—________—__—________— _______—__ �_ __________ - <br />�________ _____—______—_____________—__ <br />---- - - 3- - <br />r <br />- <br />-- -- <br />------------------- <br />-x —x —x —x - <br />—�� <br />CONTROL POINT 3 ADJUST SILT FENCE ,a/ <br />N:368302.18 �-'" 1 FOR BIOSWALE CONSTRUCTION-2�I <br />E: 1300642.92 AS NECESSARY <br />Iz- <br />13 / <br />' I ------ I <br />WI <br />2 <br />J <br />= M <br />I C-) O <br />Q M <br />I r- <br />00 <br />MWL ALIGNMENT IY CONTRACTOR <br />SEE DWG G1.04 I I LAYDOWN AREA <br />� II SSL\ALIGNMENT �� 2+00 F— <br />t SEE Dl 01.04 - <br />---- �, 2 <br />.I <br />I <br />o— — <br />MATCHLINE <br />+ D3.07 <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />r q-__- <br />x x x x x I x x x x—x- <br />- -----/ — — — <br />-------- <br />oHIND <br />N %% <br />c¢.1 PortV <br />v <br />I EVER TT <br />n <br />P.O. BOX 538 <br />N EVERETT, WA 98206 <br />® ® ® 3240EasdakeAveoueE <br />Seatde,Waslilngton98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengioeees.mm <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />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 />DEOTRIMENTT TO E USED <br />IN ANY VMANNEAL R THAT WOULD M PND. I CONSTITUTE NGS ARE ALSO <br />^ BRUCF <br />,SN' ewesx <br />. ° i <br />�P <br />$ �P <br />, vF 32789aEo �� <br />FSSAONAE ECVG\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D3.02 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />TEMPORARY EROSION AND <br />CIP N0. <br />6-8-DD8-D1 <br />DRAWN BY <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />APPROVED BY: <br />SHEEP NO. 32 OF 48 <br />I. (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO HIND. <br />Q <br />SEDIMENT CONTROL PLAN <br />NO. <br />DATE <br />BY <br />REVISION <br />