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CONSTRUCT SILT FENCE PER COE STD DWG 214. / / T E S C NOTES <br /> - T l M II�ll1II�IIII / ADJACENT TO LANDWARD SIDE OF ROCKERY. / <br /> DEMO EX FENCE&PVMT,&THEN RELOC EX 1. CONTRACTOR SHALL INSTALL AND MAINTAIN TESC <br /> / ✓ r i \ x \ �� 1111�1��1 \ LANDWARD <br /> BLOCK BARRIER&BERM ADJACENT TO / <br /> —' 6 l / ,� BMPS AS SHOWN DURING TRENCHING AND OTHER <br /> \ , \ LANDWARD SIDE Of SILT FENCE /.� CONSTRUCTION ON FEDERAL AVENUE THAT DISTURB <br /> V✓l \ " TEMP SILT FENCE `I\1\ PAVEMENT. SEE SPECIFICATIONS FOR <br /> \\` \\\ FURTHER REQUIREMENTS. <br /> - \ PER COE STD DWG 214 1� `-� EX SHORELINE ROCKERY <br /> \ OHwuN <br /> DUNLAP o EX PVMT R <br /> (PORT OF EVERETT) \ m <br /> \ EVERETT SHIP REPAIR <br /> (PORT OF EVERETT) J s g r <br /> - <br /> HEWITT TERMINAL "V� �-� 'u <br /> v (PORT OF EVERETT) V _ \ �� <br /> RELOC EX CONIC BLOCK BARRIER <br /> &BERM ADJACENT TO LANDWARD <br /> SIDE OF SILT FENCE ALONG <br /> \ EX PERSONNEL GATE —� SHORELINE ROCKERY <br /> EX COMM UTILITY BOX <br /> w/BOLLARD, PIP A EX SLIDING 7 ■ <br /> GATEE TO EVERETT \ � <br /> ® \ s'"I <br /> OMM POLE SHIP REPAIR I ■ <br /> Y/ J EX 30 LF SLIDING <br /> [ EX SECURITY <br /> I �� <br /> FENCE ao L — — - GATE TO DUNLA <br /> o d0 a0x x x x a x — pxJP <br /> W---w— w w oP ■ <br /> 0 <br /> as <br /> as EX PV °s °s s op �Z:X-P-1lMT � �r— <br /> \ EX PVMT ' ss ss s ss OUT,OF MTCA SOWS IN MTCA SOW v <br /> ss ss�ss s-- s s ss ss ss � EX PVMT <br /> EX PVMT FEDE LAVE © — — I ■ —j <br /> as 0 <br /> as <br /> oa <br /> op v oP ® ®®� ✓ , w w ``��w c P a <br /> y � <br /> f] \ EX GVL EX GVL EX GVL EX PVMT x opLEGEND <br /> -- -------- -- <br /> $ /-/ X FH & 2 MAINTAIN EX GRATE PROTECTION <br /> BOLLARD, 1 ■ EX CON C <br /> GROUND SLOPE DIRECTION <br /> i PIP <br /> \ r <br /> \ / I TEMPORARY STORM DRAIN EX PP& <br /> /ss x �( \ EX CURB& INLET PROTECTION PER GUY WIRE, PIP <br /> ss�r tit`— �I� \ GUTTCONER, <br /> & _os EX PP, PIP COE STD DWG 210,TYP /� <br /> SIDEWALK, PIP a,— <br /> a s as °s�e� °s�� 1 \ 4 5 6 7 TEMP INLET PROTECTION PER COE STD DWG 210 <br /> \ Ix ■ ) EX TEMP INLET PROTECTION <br /> / \\/1\ l�V 3 ■EX LOADING DOCK, TYR J <br /> TEMP SILT FENCE PER CITY STD DWG 214 <br /> ------ —————————————————— — <br /> EX WAREHOUSE BLDG - <br /> �Ii <br /> ■ 30' 0 30' 60' <br /> LEI <br /> EEMFA <br /> 9 15' 45' <br /> ---x x� =x x x \ o__j I J \ SCALE: 1"=30' <br /> Zo, r Nql I I� I' <br /> CALL 48HOURS <br /> BEFORE YOU DIG <br /> L City of Everett DIAL 811 <br /> .11 <br /> EVERETT Reviewed for Permit 10/26/2021 VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 <br /> IF SHEET IS LESS THAN 22x34 LU <br /> REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE PORT OF EVERETT W <br /> DWG. N0. ■� <br /> .S A. N. WATSON 1" = 30' �� <br /> y Port Of DESIGNED BY: DATE: <br /> =��' J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO.1Tff H <br /> &DRAWN BY: CHECKED BY 1—8-900-05 <br /> EVERETT MTCA 3RD INTERIM ACTION C) <br /> 1601 5th Avenue,Suite 1300 31014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.Q. BOX 538 Seattle,Washington 98101 �O � �. T E S C SITE PLAN NO. MT—NT-2021-02.2 <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW �sAOpdy gK� w1 APPROVED BY: O <br /> (425) 259-3164 PROJECT NO.01600120206)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION `�(�� FEDERAL AVENUE SHEET N0. 20 OF 149 LL <br />