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FENCING NOTES CL OF FENCE LINE NOTES: <br /> 1. UNLESS OTHERWISE NOTED ALL SECURITY FENCE SECURE NON-SECURE 1. ALL FENCING MATERIALS SHALL BE <br /> SHALL BE PER DETAIL(-_1__' TERMINAL TERMINAL GALVANIZED, UNLESS NOTED OTHERWISE. <br /> 2„ <br /> C6.5 C6.5 18" DIA CONCERTINA SEE DETAIL 2 THIS SHEET <br /> 2. ALL CHAIN LINK FENCE SHALL BE BLACK VINYL WIRE, SECURE SIDE <br /> LOCK PIN & <br /> COATED, INCLUDING GATES, RAILS, RODS, I <br /> BARBED WIRE, TYP <br /> EXTENSION ARMS, POSTS, CONNECTIONS, BARB TOP RAIL LOCK PIN & <br /> WIRE, AND FABRIC. <br /> CHAIN LINK FABRIC BARBED WIRE, TYP <br /> 3. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE /� yP <br /> CONSTRUCTED ON THE SECURE SIDE OF THE <br /> FENCE ALIGNMENT. CHAIN LINK FABRIC SHALL BE <br /> o <br /> PLACED ON THE OPPOSITE SIDE OF THE SECURE FENCE POST <br /> BARRIER. <br /> WIRE TIES AT 2' = CUT-OUT FOR <br /> 4. EXTENSION ARMS SHALL BE PLACED ON ALL LINE O.C. ALONG FENCE TOP RAIL, TYP <br /> AND CORNER FENCE POSTS. GATE END POSTS Z <br /> SHALL BE INSTALLED WITH POST CAPS. N� 3/8" PLAIN PIN RIVETED FLUSH, TYP <br /> 5. CONTRACTOR SHALL NOT REUSE ANY EXISTING RIVETED <br /> PLAIN PIN <br /> R <br /> FENCING OR BARBED WIRE WITHOUT APPROVAL OF I RIVETED FLUSH, TYP <br /> ENGINEER. <br /> FABRIC SHALL BE INSTALLED <br /> 6. WHERE NEW FENCE LINE MATCHES EXISTING WITH NO GAPS GREATER THAN <br /> FENCE LINE, CONTRACTOR SHALL DEMOLISH L 2" BETWEEN BOTTOM OF <br /> EXISTING FENCE AND GATES ONLY WHERE PLAN FABRIC AND GRADE SURFACE <br /> INDICATES INSTALLATION OF NEW TWIC SECURITY NOTES: <br /> CHAIN LINK FENCE AND GATES. WHERE FENCING IS LOCATED ON A SLOPE LINE POST CORNER POST <br /> GREATER THAN 2% THE CONTRACTOR <br /> 7. CONTRACTOR SHALL SALVAGE AND REUSE SIGNAGE SHALL INSTALL A BOTTOM RAIL <br /> THAT IS IN GOOD CONDITION. SIGNS THAT ARE q SECTION - TYPICAL SECURJY FENCE 2 EXTENSION ARMS <br /> FADED OR DAMAGED IN ANY WAY SHALL NOT BE <br /> SALVAGED OR REUSED. C6.5 C6.5 SCALE: NTS - - SCALE: NTS <br /> TOP RAIL - CONTINUOUS, TIE WIRES FOR FABRIC TO RAILS <br /> 1.66" 0 @ 2.27 LB/FT OR AT 2'-0" O.C. (NOT SHOWN) <br /> "C" SECTION @ 1.40 LB/FT EXTENSION ARM PULL POST <br /> A LOCK WIRE FOR BARBED PLAIN RAIL COUPLING, EXPANSION <br /> 3 ROWS, 2 STRAND, WIRE PLACED INSIDE ARM TYP, SEE DETAIL 2 SEE DETAIL 1 <br /> END, GATE OR C6.5 C6.5 ON C6.12 ON SHEET C6.12 STRING COUPLINGS AT 100 FT INTERVALS <br /> CORNER POST 12.5 GA STANDARD BARBED SELVAGES RAIL COUPLING <br /> LE i <br /> BARBED WIRE, 4 POINT, TOP & BOTTOM <br /> 14 GA BARBS 5" O.C. <br /> PRESSED STEEL TOP <br /> PINNED TO END OR <br /> CORNER OF POST <br /> SEE DETAIL 2 ON C6.12 <br /> LINE POST, 2.875" O.D. <br /> BRACE RAIL, 1.66"0 GROUP IC HIGH CARBON 9 GA-2" MESH CHAIN TENSION BARS <br /> XXX LINK FABRIC 70,000 PSI <br /> @ 2.27 LB/FT OR "C" STEEL PIPE (Fy=50ksi) SEE DETAIL 1 <br /> SECTION @ 1.40 LB/FT @ 4.64LB/FT >00 STRENGTH BARBED TOP ON SHEET <br /> 'Mi <br /> ND BOTTOM C6.12 FOR <br /> TENSION BAND, TYP CONNECTIONS <br /> 1/4" X 3/4" TENSION OFFSET CUPS, TYP <br /> BAR, TYP (NOT SHOWN). <br /> 3 8 0 TRUSS ROD, °c <br /> END, CORNER OR PULL AND TIGHTENER TYP <br /> POSTS 3.5" O.D. GROUP IC ) ) ) FENCING SIGNS <br /> HIGH CARBON STEEL PIPEKXXoo, BRACE RAIL <br /> (Fy=50ksi) @ 5.71 LB/FT <br /> TENSION WIRE <br /> K� 1 <br /> :8� <br /> TRUSS ROD <br /> #7 GA SPRING COILED 10' TYP. ALL FOUNDATION CONCRETE SHALL <br /> TENSION WIRE, TYP 4" BE RAISED 1/4" ABOVE FINISHED <br /> CONCRETE FOUNDATION DIMENSIONS GRADE AND ROUNDED TO MATCH <br /> LOCATION a b c FINISHED GRADE AT EDGE CALL 48HOURS <br /> CORNER 12° 6° 4'-6" 1 I I BEFORE YOU DIG <br /> ` . ALL POSTS SHALL BE DIAL811 <br /> END 12" 6" 4'-6" � ANCHORED IN CONCRETE <br /> < _ <br /> m m LINE & OTHER 10" 6" 4'-6" / <br /> VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> 1 DETAIL - TYPICAL SECURITY FENCE HORZ DATUM: NAD 83/91 <br /> F ° C6.1, C6.2, C6.3, C6.5 C6.5 SCALE: NTS IF SHEET IS LESS THAN 22x34 W <br /> a m REDUCE SCALE ACCORDINGLY > <br /> N PROJECT ENGINEER: SCALE: <br /> P� PORT OF EVERETT DWG N0. C6.4 <br /> N. WATSON AS SHOWN <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 T _ <br /> N�{�D u�� 1Tff DRAWN BY: CHECKED BY: 1-8-900-05 <br /> L Lin`L & MTCA 3RD INTERIM ACTION 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�,� -y APPROVED BY: <br /> N (425) 259-3164 PROJECT NO.p160012p206)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION b (1 OF 3) SHEET NO. 91 OF 149 O <br />