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w <br />z <br />J_ <br />____________________—__—_-_-___—________--_________—____—____________—__ <br />_______-------_____—_____________—_____________________—______—______—____ <br />__—_______—________________—_ <br />------------------------- <br />- J <br />---__-_ <br />- -- ----- NOTES ---- <br />--------------------- <br />----------------------------------------------------- <br />------ ------------------- <br />1 <br />TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />6 <br />----------------------------------------------- <br />INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT <br />- ---------- <br />TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />NEW <br />_ <br />-_ -----_ - <br />THROUGHOUT CONSTRUCTION. <br />/ <br />O <br />INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE <br />PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S <br />----------- - --- <br />RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE <br />0 <br />-------------------------------------------------------- <br />I <br />4 <br />CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. <br />CONSTRUCTION ENTRANCE PER COE STANDARD DWG 201. <br />OF WORK <br />-------------------------- <br />EXISTING ASPHAII <br />o <br />----------- _ <br />o <br />— x — x = x—xx =x =x =x — x = x--x�', I <br />/ I <br />— ' 24WIDE <br />' 4 � I , <br />GATE, MIN. CONTROL POINT <br />N: 368189.69 <br />1 I E: 1301384.77 <br />L------------------------------------------------------------------------- -7-----1-— — — — — — — — — — — — — — — — — <br />s o --- s <br />X X XX XX X X XXXXX�$X �(`—� X�X/X - <br />U <br />Z H O <br />x CONTROL POINT 3 1 SD <br />x N: 368202.87 <br />----------------------------------------- <br />----------- <br />E: <br />r - - - - - - - <br />19 <br />o I 1301008.86 ----- SD - <br />'J' 2 _ O SD <br />I I — ____— SD <br />''-----�' _ CONSTRUCTION--- <br />CONTRACTOR I \ <br />STORMWATER DISCHARGE SD + <br />STOCKPILE AREA, sD SD <br />2 MNL ALIGNMENT, <br />r---------�'--------� <br />LAYDOWN AREA CWL ALIGNMENT <br />SEE DWG 31.04 <br />a / SEE DWG G1.04 <br />2+56 '" 3+00 3 5 4+00� 4+50 5+00 5+50 6+11 00 6+50 7+00 7+50 8t0A 8+50 <br />o CONTROL POINT J �' <br />0 / N: 368090.41 <br />E: 1301002.13 S <br />------------ <br />> j <br />+ WSL ALIGNMENT, + <br />I SEE DWG G1.04 <br />�X---- <br />MATCHLINE <br />low <br />PLAN <br />a <br />n SCALE IN FEET <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 RECORD DRAWINGS <br />PROJECT ENGINEER: SCALE PORT OF EVERETT �wc. uo. <br />� PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KESER NOTED D3.03 <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� 3141 a"sake ��ea�eE WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP N0. <br />0 ® ® ® S—tk,w"slw,g-98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF LJ C" q 6-8-008-01 <br />I EVERETT p: 206.624.1387 INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY CHECKED BY PHASE 1 <br />ENGINEERS, INC.—.pnd-gmee[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 N0. PD-WP-2022-07 <br />EVERETT, WA 98206 DO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY <br />TEMPORARY EROSION A N D <br />(425) 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. SEDIMENT CONTROL PLAN SHEET NO. 33 OF 48 <br />