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GATE VALVE AND <br />VALVE BOX <br />6' HIGH CLF ON NORTH, <br />SOUTH & WEST SIDES <br />OF CONTAINMENT AREA - <br />SIGN READING: <br />"RESTRICTED AREA" <br />AUTHORIZED <br />PERSONNEL ONLY <br />(FACING SOUTH) <br />P2 <br />SIGN READING. <br />HAZARDOUS <br />CARGO AREA #4 <br />NO SMOKING <br />(FACING SOUTH) <br />SECURE WINDSOCK TO <br />TOP OF PERMANENT <br />SECTION OF FENCE <br />NT-SDMH-12, TYPE II, 48" DIA, <br />(SPILL CONTAINMENT AND VACTOR SUMP) <br />TREATMENT SYSTEM CONTAINER <br />SIGN READING: "RESTRICTED AREA" <br />AUTHORIZED PERSONNEL ONLY (FACING WEST) <br />CB10 (TYPE I, COLLECTION SUMP) <br />M <br />GONG CURB & GUTTER <br />ON WEST SIDE PER COE <br />STD DWG 307, TYPE A-1 <br />NT-CB-22 <br />O <br />FA I <br />NT—HML-04 <br />� <br />e <br />N: 362653.54 <br />SREADING: <br />N: 362794.45 <br />E 13D1326.76 <br />HAZAIGN RDOUS <br />E: 1301331.66 <br />CARGO AREA #4 No <br />SMOKING (FACING EAST) <br />4 <br />M—CB-22, <br />N <br />—CB-10, <br />SEE SHT C4.11 <br />E SHUT C4.11 <br />2 5' <br />1 <br />1 <br />1 <br />2' <br />24.5' <br />23' <br />24.5' <br />3" w10WHITE <br />PAINT STRIPE, TYP <br />TYP <br />REMOVABLE 6' HIGH GILL <br />F <br />41'x141' ASPH <br />CELL PAD <br />RIDGE LINE <br />EL=17.76' <br />6" HIGH CONC CURB ON <br />ON EAST SIDE OF <br />P1 <br />NORTH AND SOUTH SIDES <br />CONTAINMENT AREA FOR ACCESS <br />PER COE STD DWG BUD, <br />TYPE E-4 <br />CARGO CONTADNLR <br />CONTADNMLNT AREA <br />DETAIL <br />C2 1 <br />C2.3 SCALE: 1 " = 10' <br />SECTION H NOT USED <br />SECTDON - NORTH PROPERTY LIWT <br />C2.1 , C3.7I C2.3 SCALE: 1 " = 2 <br />Port of <br />EVERETT <br />P,O, BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1Tff <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 />C2.31 C2.3 <br />WINDSOCK, TYP, <br />2 TOTAL SECURE WINDSOCK TO TOP OF <br />PERMANENT SECTION OF FENCE <br />"RESTRICTED AREA" <br />AUTHORIZED <br />PERSONNEL ONLY <br />(FACING SOUTH) <br />HAZARDOUS <br />CARGO AREA #4 <br />NO SMOKING <br />(FACING SOUTH) <br />HAZARDOUS <br />CARGO AREA #4 <br />NO SMOKING <br />(FACING FAST) <br />ABOVE GRADE BAKER TANK, TYP <br />2 YARD HYDRANT <br />C 2.3 C5.20 WITH BOLLARD <br />PROTECTION. <br />FACE HYDRANT NOZZLE <br />PARALLEL TO FENCE. <br />/ NT—CB-11 <br />r7 c <br />2 "RESTRICTED AREA" <br />AUTHORIZED <br />PERSONNEL ONLY <br />(FACING NORTH) <br />P2 <br />HAZARDOUS <br />CARGO AREA #4 <br />NO SMOKING - <br />(FACING NORTH) <br />SECURE WINDSOCK To <br />TOP OF PERMANENT <br />SECTION OF FENCE <br />1 MI - is 21 1. I <br />6 07/05/2023 NW RECORD DRAWING <br />A 04/08/2022 NW MARITIME TENANT SITE DEVELOPMENT <br />10 06/21/2021 NW ISSUED FOR BID <br />DO ID5/07/2D211 NW I FOR CITY REVIEW <br />(LOOKING WEST) <br />NO. DATE BY � REVISION NO. DATE BY <br />C6.2. C6.31C2.3 SCALE: UPS <br />SECURELY MOUNT SIGNAGE <br />NEAR TOP OF SECURITY FENCE <br />IN 3 AREAS AS INDICATED ON <br />DETAIL P1, THIS BHT <br />'RESTRICTEb AREA' <br />AUTHORIZED HAZARDOUS <br />PERSONNEL ONLY CARGO AREA #4 <br />NO SMOKING Iq <br />APPROX SIGN <br />DIMENSIONS = 18°X20" <br />DOME CONCRETE TOP <br />SMOOTH CUT <br />EDGES OF PIPE <br />PRIMER AND PAINT <br />WITH TWO COATS OF <br />"SAFETY YELLOW" <br />12 SCHEDULE 40 STEEL <br />PIPE FILLED WITH 2500 PSI <br />COMMERCIAL CONCRETE <br />SLOPE CONCRETE <br />EX ASPHALT <br />FINISH GRADE <br />3000 PSI <br />COMMERCIAL <br />CONCRETE <br />JBGRADE <br />II\r��lr mil <br />1. GROUPS OF BOLLARDS THAT PROTECT A COMMON <br />STRUCTURE SHALL BE CUT AT THE SAME TOP ELEVATION <br />SUCH THAT THE SHORTEST BOLLARD HAS A MINIMUM <br />HEIGHT OF 6'. SIMILARLY, GROUP OF BOLLARDS THAT <br />ARE WITHIN 20-FEET OF EACH OTHER SHALL ALL BE <br />CUT AT THE SAME TOP ELEVATION SUCH THAT THE <br />SHORTEST BOLLARD HAS A MINIMUM HEIGHT OF 6'. <br />APPROX SIGN <br />DIMENSIONS = 24"X30" <br />XX LOCATION AND DIRECTION OF PHOTO <br />P2 CONTADN CENT AREA SOGNAGCE <br />C2.3 C2.3 LOOKING NORTH AND SOUTH) <br />RECORD DRAWING <br />RECORD CONDITIONS <br />PROJECT ENGINEER: <br />SCALE: <br />P O RT OF EVERETT <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />DESIGNED <br />DATE: <br />NORTON TERMINAL DEVELOPMENT <br />J. BECKER <br />K <br />05/07/2021 <br />ATIOREFLECT <br />IPLANSNFORMATION <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />DRAWN BY. <br />CHECKED BY: <br />PROVIDED BY THE <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />SITE PLAN DETAILS <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />APPROVED BY: <br />(11 OF 2) <br />REVISION <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 woo <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. <br />C2.3 <br />CIP NO <br />1-8-900-05 <br />PROJECT <br />No. MT—NT-2021-02.2 <br />SHEET N0. 25 OF 150 <br />V <br />Z <br />