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TENSION BAND (15" O.C. AND WITHIN 4" TENSION BAND T SI N A <br /> 4 9—GAUGE STEEL TIE WIRES, FROM TOP AND BOTTOM OF FABRIC) OFFSET CUP <br /> TOP HINGE 2'-0" O.C. MAX TOP RAIL ®GATE, <br /> (90° SWING) T/ END OR CORNER BRACE RAIL <br /> FABRIC TENSION BAND POST <br /> FABRIC BAND AL X <br /> CARRIAGE BOLT <br /> TRUSS ROD, <br /> CHAIN LINK FABRIC FABRIC 3/8"4 MIN. <br /> OFFSET CUP <br /> 111 <br /> TENSION BAR <br /> cn <br /> d TOP OR BRACE RAIL ATTACHMENT TENSION BAR TO ENGAGE TOP RAIL BRACE RAIL <br /> EACH FABRIC LINK <br /> ro <br /> TRUSS RODS END OF GATE POST DETAIL <br /> 3/8" CARRIAGE <br /> BOLT, FASTEN ON <br /> SECURE SIDE OF <br /> FENCE FABRIC <br /> 9—GAUGE STEEL TIE BARBED WIRE OR O <br /> r�7 BOTTOM HINGE WIRES, 15" O.C. AND TENSION WIRE <br /> °3 (90° SWING) WITHIN 4" FROM TOP AND <br /> u, BOTTOM OF FABRICS. o LINE POST <br /> w <br /> BOTTOM RAIL, REQUIRED 9-GAUGE STEEL <br /> NOTE y <br /> 1. MINIMUM POST LENGTH TYPES 1&3: 9' 8" ONLY WHERE FENCE IS TIE WIRES, 15" <br /> 1' ROUND INSTALLED ON A SLOPE <br /> SECTION 2. CONCRETE GROUT AROUND POST AT GROUND EXCEEDING 2% O.C. AND WITHIN <br /> CONCRETE LINE SHALL BE MOUNDED FOR DRAINAGE DOUBLE RAIL END 4" FROM TOP AND <br /> LINE POST ATTACHMENT TENSION BAND DETAIL BOTTOM RAIL BOTTOM OF <br /> FABRIC <br /> DETAIL - PERSONNEL GATE (-2--� CONNECTION DETAILS <br /> C6.2, C6.3 C6.6 SCALE: NITS SCALE: NTS <br /> TOP RAIL EXTENSION ARM SEE DETAIL 1 <br /> VERTICAL BARBED WIRE TYP. END POST <br /> TOP HINGE <br /> LOCKING ROD AND LATCH TENSION BARS <br /> BRACE RAIL <br /> TRUSS ROD <br /> LOCKING LATCH TYP. <br /> ROUNDED TOP CONCRETE WITH CRASH CABLE � > <br /> EMBEDED METAL SLEEVE FOR <br /> GATE ROD BOTTOM HINGE <br /> DOUBLE LEAF WHERE ° a <br /> APPLICABLE VARIES 4' (SINGLE LEAF) TO 12' (DOUBLE LEAF) SWING GATE 10' MAX. TYP. <br /> (NOT SHOWN) CALL48HOURS <br /> VARIES 4' MIN TO 24' MAX GATE OPENING I <br /> (PER PLAN BEFORE YOU DIG <br /> DIAL 811 <br /> m 01 VERT DATUM: NAVD 88 <br /> CONV TO MLLW — NAVD88+2.03 <br /> (D 3 SWING GATE HORZ DATUM: NAD 83/91 <br /> o - - SCALE: NTS IF SHEET IS LESS THAN 22x34 W <br /> m REDUCE SCALE ACCORDINGLY > <br /> CD <br /> o <br /> N PROJECT ENGINEER: SCALE: W <br /> N. WATSON AS SHOWN PORT OF EVERETT DWG. NO. C6.5 <br /> 'C�b pe Idgg� J� DESIGNED BY: DATE: <br /> Port of J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> o �'1 T*T TLin`L _ <br /> N�{�D u�� 1Tff DRAWN BY: CHECKED BY: 1-8-900-05 <br /> & MTCA 3RD INTERIM ACTION <br /> L U <br /> 16015th Avenue,Suite 1300 0 06/21/2021 NW ADDED DETAILS svoia o K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.O. BOX 538 Seattle,Washington 98101 8��, � : SECURITY FENCE DETAILS <br /> y NO. MT—NT-2021-02.2 <br /> EVERETT, WA 98206Fax ® OS/07/2021 NW FOR CITY REVIEW "'pIUNSL�J -y APPROVED BY: <br /> N (425) 259-3164 PROJECT NO.p160012p206)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION b (2 OF 3) SHEET NO. 92 OF 149 O <br />