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CONSTRUCT SILT FENCE PER COE STD DWG 214. /141 TESC NOTES <br />ADJACENT TO DEMO EX FENCE N&WPVMTARDSI&ETHENOF RRELOC TEOX 1 . CONTRACTOR SHALL INSTALL AND MAINTAIN TESC CONIC BLOCK BARRIER &BERM ADJACENT BMPS AS SHOWN DURING TRENCHING AND OTHER <br />LANDWARD SIDE OF SILT FENCE CONSTRUCTION ON FEDERAL AVENUE THAT DISTURB <br />6, TEMP SILT FENCE EXISTING PAVEMENT. SEE SPECIFICATIONS FOR <br />\ �\ EX SHORELINE ROCKERY FURTHER REQUIREMENTS. <br />G \ \ � � PER COE STD DWG 214 � � � — <br />X <br />DUNLAP o i EX PVMT ✓� <br />1 X EVERETT SHIP REPAIR (PORT OF EVERETT) <br />_ - <br />( PORT OF EVERETT) <br />1 \ / HEWITT TERMINAL <br />(PORT OF EVERETT) \ J <br />RELOC EX CONC BLOCK BARRIER <br />& BERM ADJACENT TO LANDWARD <br />\ L \ EX PERSONNEL GATE I SIDE OF SILT FENCE ALONG _ 3 —� SHORELINE ROCKERY <br />EX COMM UTILITY BOX x ) EX 35LF SLIDING \ X \7S <br />j w/BOLLARD, PIP GATE / op I —� ■ \ <br />SHIP ROPAIRERETT 1 I ,J— <br />_ so <br />7— X E OMM POLE EX SECURITY EX E O SLIDING ° <br />/ FENCEop <br />%4---P <br />GATE TO DUNLA EX 3 <br />— — d0 d d0 d0 X d0 X X X X X X <br />CISW W W W <br />— —� EX PV o ) ^€X RUNT ��� 7 ■ <br />/ ■ <br />\ as as as o was EX PVMT s ss <br />\ J <br />ss � x <br />op _ _ ss _ sYss s _ -s s EX PVMT <br />-� 3 <br />OP FED AVE (D <br />Qp as D D so — �as `� °S asOP <br />p ��4 Os / ■ O / , <br />1 <br />\ y <br />ri e EX GVL EX GVL EX GVL EX PVMT x op <br />-------- ---------------- - <br />9 \ �� < INLET PROTECTION PER OX FH & --- � <br />BOLLARD, <br />PIP I <br />ss^ N TEMPORARY STORM DRAIN EX PP & <br />EX CURB & � GUY WIRE, PIP I I <br />ssEX PP, PIP 2`L �111I \i CO CGUTTER, & CIS ER, COE STD DWG 210, TYP <br />r'J 2I \ SIDEWALK, P °S as s as as —� a� as <br />Il\J Tr <br />o f <br />� / I <br />xx x x� x x x x x J ��j <br />Port o, f <br />EVERETT <br />P,O, BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />06/21/2021 <br />NW <br />SSUED FOR BID <br />/0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. DATE BY <br />REVISION <br />IN IN <br />\ ° c(° <br />a LEGEND <br />\ 1 2 ■ MAINTAIN EX GRATE PROTECTION <br />EX CONC GROUND SLOPE DIRECTION <br />I <br />I <br />TEMP INLET PROTECTION PER COE STD DWG 210 <br />I <br />I <br />\ ■ 4 5 6 ` 7 )8 EX TEMP INLET PROTECTION <br />I <br />■ LOADING DOCK, TYP <br />�a TEMP SILT FENCE PER CITY STD DWG 214 <br />------ <br />--------- - <br />L� ■ <br />EX WAREHOUSE BLDG <br />■ � z <br />■ 30' 0 30' 60' <br />15' 45' <br />LiJ <br />SCALE: 1 "=30' <br />J <br />�■ <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />1 " = 30' <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NOT <br />APPROVED BY: <br />VERIFIED BY ENGINEER. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />TESC SITE PLAN <br />FEDERAL AVENUE <br />r CALL 46HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. C1.2 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET NO. 20 OF 150 <br />0 <br />Z <br />a <br />U <br />LU <br />