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VVIVVI\LI L <br />DETAIL - PERSONNEL GATE <br />C6.2, C6.3IC6.6 SCALE: NTS <br />Port o, f <br />EVERETT <br />P,0 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 />ZIC BAND <br />N LINK FABRIC <br />SS RODS <br />=NGTH TYPES 1 &3: 9'-8" <br />AROUND POST AT GROUND <br />1OUNDED FOR DRAINAGE <br />R <br />E <br />G <br />z2 <br />07/05/202J <br />NW <br />RECORD DRAWING <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />�D <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. DATE BY <br />REVISION <br />n nnllnr `'TrEL TIE WIRES, <br />kX <br />TOP OR BRACE RAIL ATTACHMENT <br />NO. DATE BY <br />9—GAUGE STEEL TIE <br />WIRES, 15" O.C. AND <br />WITHIN 4" FROM TOP AND <br />BOTTOM OF FABRIC <br />LINE POST ATTACHMENT <br />REVISION <br />"AND (15" O.C. AND WITHIN 4" <br />AND BOTTOM OF FABRIC) <br />FABRIC <br />i[_IN3IUIv DHR TO ENGAGE <br />EACH FABRIC LINK <br />END OF GATE POST DETAIL <br />�RBED WIRE OR <br />=NSION WIRE <br />TENSION BAND DETAIL <br />TENSION BAND <br />CARRIAGE BOLT <br />TENSION BAR <br />11�Ii1�L`ll <br />BOTTOM RAIL, REQUIRED <br />ONLY WHERE FENCE IS <br />INSTALLED ON A SLOPE <br />EXCEEDING 2% <br />DOUBLE RAIL END <br />CONNECTION DETMI-S <br />—�— SCALE: NTS <br />3 SWING GATE <br />— — SCALE: NTS <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D. YU <br />APPROVED BY <br />SCALE: <br />AS SHOWN <br />DATE: <br />05/07/2021 <br />CHECKED BY: <br />N. WATSON <br />TE-KI01 ni BAND <br />TOP RAIL <br />RAIL @ GATE, <br />) OR CORNER <br />ST <br />CUP <br />BOTTOM RAIL <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />SECURITY FENCE DETAILS <br />(2 OF 3) <br />Tr""""' SAND <br />-SET CUP <br />BRACE RAIL <br />\CE RAIL <br />TRUSS ROD, <br />3/8"0 MIN. <br />3/8" CARRIAGE <br />BOLT, FASTEN ON <br />SECURE SIDE OF <br />FENCE FABRIC <br />9—GAUGE STEEL <br />TIE WIRES, 15" <br />O.C. AND WITHIN <br />4" FROM TOP AND <br />BOTTOM OF <br />FABRIC <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 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. <br />C6.5 <br />cIP No. <br />1-8-900-05 <br />PROJECT <br />NO MT—NT-2021 —02.2 <br />SHEET No. 92 OF 150 <br />Z <br />