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TESC NOTES <br /> z-�- �T CONSTRUCT SILT FENCE PER COE STD DWG 214. <br /> c l 1 I OF <br /> LANDWARDADJACENT TO E ROOKERY. <br /> 'DEMO EX FENCE&PVMT,&THEN RELOCEX /A 1. CONTRACTOR SHALL INSTALL AND MAINTAIN TESC <br /> I \ x x TEMP SILT LANDWARD <br /> BLOCK BARRIER&BERM ADJACENT TO / r <br /> ' ) iJ I M`I`11I111��I1 \LANDWARD SIDE OF SILT FENCE �� ENCHING AND OTHER <br /> CONSTRUCTION BMPS AS WON FEDERALN DURING AVENUE THAT DISTURB <br /> / I 16 `� \� _'i j EXISTING PAVEMENT. SEE SPECIFICATIONS FOR <br /> PER COE STD DWG 214 \\ \ .� FURTHER REQUIREMENTS. <br /> \ / 1 _EX SHORELINE ROCKERY <br /> aHw UNE _... <br /> l <br /> J <br /> _ DUNLAP o Ex PVMT <br /> i EVERETT SHIP REPAIR (PORT OF EVERETT) m' , <br /> (PORT OF EVERETT) <br /> HEWITT TERMINAL �� �' �'_ � � <br /> � <br /> (PORT OF EVERETT) V —� J \ <br /> RELOC EX CONC BLOCK BARRIER <br /> j <br /> BERM <br /> OF LANDWARD <br /> SILT FENCE ALONG SIDE <br /> 1 EX PERSONNEL GATE \ 3 SHORELINE ROCKERY <br /> EX COMM UTILITY BOX <br /> EX 35LF SLIDING mop / o <br /> w/BOLLARD,PIP GATE TO EVERETT / 1 I 1 ■ L � <br /> w E O \ SHIP REPAIR x�) op <br /> (I \-j■ \ \ sO\ <br /> I�tS�Y/1 MM POLE EX SECURITY EX 30 LF SLIDING oT r�hi•r— x <br /> FENCE GATE TO DUNLA EX <br /> 3 <br /> i- A <br /> --aoxeo x x \ x x x <br /> —�� EX PV 1 / — ----- -- — -- �1X-R1(MfT --v,---w-- w w ��J—�— 7 o\a2❑ ( ■ / — <br /> - A 45a as as ° o I-05 EX PVMT I V os �- ss a \' ���� A ■ <br /> EX PVMT — <br /> �i a pT oP / 1 EX PVMT FED LAVE Ta <br /> I ■ <br /> � <br /> a as J as as A � o ■ o <br /> ,3 -- —/ P— - op — oa— ® oX ® on b_ <br /> f] EX GVL EX PGVL EX GVL EX PVMT ` ' <br /> � �ae LEGEND <br /> X --- <br /> PH& T 1 2 \ MAINTAIN EX GRATE PROTECTION <br /> POLLARD, j ■EX CONC <br /> GROUND SLOPE DIRECTION <br /> _ \ TEMPORARY STORM DRAIN EX PP& I <br /> EX CURB& GUY WIRE, PIP <br /> ss x Ir \ EX PP, PIP INLET PROTECTION PER TEMP INLET PROTECTION PER COE STD DWG 210 <br /> ss�/,L1L 1111 \ CONC ER,& ��_os COE STD DWG 210,TYP <br /> SIDEWALK,PIP <br /> A 4\ 5 6 7 <br /> �7-r Ix ■ (@ EX TEMP INLET PROTECTION <br /> / ��� �/ `!-3 ■EX LOADING DOCK, TYP <br /> TEMP SILT FENCE PER CITY STD DWG 214 <br /> a� ------- <br /> \ ) I f = <br /> \ C/ \ �-' h� EX WAREHOUSE BLDG cn <br /> I _y� �v z _ <br /> ■ 30' 0 30' 60' <br /> --r / I 1 5' 45' <br /> ---- --- ----- <br /> \ 11 \ \\Q ^ \ x�x x x,x x=x x ,x- x 9� J SCALE: 1"=30' <br /> 20 <br /> CALL 48 HOURS <br /> BEFORE YOU DIG <br /> DIAL 811 <br /> VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 Z <br /> IF SHEET IS THAN <br /> RECORD DRAWING EDUCE SCALELESS ACCORDI GLY 22x34 a <br /> P N. WATSONENGINEER: SALE: PORT OF EVERETT DWG. N0. C1 2 � <br /> RECORD CONDITIONS N. W 1" = 30' <br /> ILLUSTRATED IN THESE <br /> Port of PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> J. BECKER 05/07/2021 CIP NO. <br /> EVERETT INFORMATION 1—8-900-05 O <br /> / / PROVIDED BY THE DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION® 07 05 2023 NW RECORD DRAWING <br /> 1601 5th Avenue,Suite 1300 t0 06/21/2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON PROJECT <br /> CONTRACTOR.RECORD TESC SITE PLAN NO. MT—NT-2021—02.2 V <br /> P.G. Box 53a Seattle,Washington98101 <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW CONDITIONS WERE NOT APPROVED BY: <br /> (425) 259-3164 (206) Fax(206)382-0500 VERIFIED BY ENGINEER. FEDERAL AVENUE <br /> PROJECTCT NO.NO.1600120 No. DATE BY REVISION r:o. DATE BY REVISION SHEET NO. 20 OF 150 <br />