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FENCING NOTES <br />1. UNLESS OTHERWISE NOTED ALL SECURITY FENCE <br />SHALL BE PER DETAIL('A <br />C6.4 C6.4 <br />2. ALL CHAIN LINK FENCE SHALL BE BLACK VINYL <br />COATED, INCLUDING GATES, RAILS, RODS, <br />EXTENSION ARMS, POSTS, CONNECTIONS, BARB <br />WIRE, AND FABRIC. <br />3. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE <br />CONSTRUCTED ON THE SECURE SIDE OF THE <br />FENCE ALIGNMENT. CHAIN LINK FABRIC SHALL BE <br />PLACED ON THE OPPOSITE SIDE OF THE SECURE <br />BARRIER. <br />4. EXTENSION ARMS SHALL BE PLACED ON ALL LINE <br />AND CORNER FENCE POSTS. GATE END POSTS <br />SHALL BE INSTALLED WITH POST CAPS. <br />5. CONTRACTOR SHALL NOT REUSE ANY EXISTING <br />FENCING OR BARBED WIRE WITHOUT APPROVAL OF <br />ENGINEER. <br />6. WHERE NEW FENCE LINE MATCHES EXISTING <br />FENCE LINE, CONTRACTOR SHALL DEMOLISH <br />EXISTING FENCE AND GATES ONLY WHERE PLAN <br />INDICATES INSTALLATION OF NEW TWIC SECURITY <br />CHAIN LINK FENCE AND GATES. <br />7. CONTRACTOR SHALL SALVAGE AND REUSE SIGNAGE <br />THAT IS IN GOOD CONDITION. SIGNS THAT ARE <br />FADED OR DAMAGED IN ANY WAY SHALL NOT BE <br />SALVAGED OR REUSED. <br />TOP RAIL - CONTINUOUS, <br />1.66" 0 @ 2.27 LB/FT OR <br />"C" SECTION @ 1.40 LB/FT <br />END, GATE OR <br />CORNER POST <br />PRESSED STEEL TOP <br />PINNED TO END OR <br />CORNER OF POST <br />SEE DETAIL 2 ON C6.12 <br />BRACE RAIL, 1.66"0 <br />@ 2.27 LB/FT OR "C" <br />SECTION @ 1.40 LB/FT <br />1 /4" X 3/4" TENSION <br />BAR, TYP (NOT SHOWN). <br />END, CORNER OR PULL <br />POSTS 3.5" O.D. GROUP IC <br />HIGH CARBON STEEL PIPE <br />(Fy=50ksi) @ 5.71 LB/FT - <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />CL OF FENCE LINE <br />SECURE NON -SECURE <br />TERMINAL 12 TERMINAL <br />18" DIA CONCERTINA - SEE DETAIL 2 THIS SHEET <br />WIRE, SECURE SIDE I <br />TOP RAIL N <br />CHAIN LINK FABRIC ---� <br />FENCE POST = <br />C7 <br />w <br />WIRE TIES AT 2' _ <br />O.C. ALONG FENCE co w <br />U <br />z <br />w <br />N <br />FABRIC SHALL BE INSTALLED <br />WITH NO GAPS GREATER THAN <br />U 2" BETWEEN BOTTOM OF <br />FABRIC AND GRADE SURFACE <br />NOTES: <br />1. WHERE FENCING IS LOCATED ON A SLOPE <br />GREATER THAN 2% THE CONTRACTOR <br />SHALL INSTALL A BOTTOM RAIL <br />SECTION - TYPICAL SECUROTY FENCE <br />C6.51 C6.5 SCALE: NTS <br />CUT-OUT FOR <br />TOP RAIL, TYP <br />3/8" PLAIN PIN <br />RIVETED FLUSH, <br />NOTES: <br />1. ALL FENCING MATERIALS SHALL BE <br />GALVANIZED, UNLESS NOTED OTHERWISE. <br />LINE POST <br />LOCK PIN & <br />BARBED WIRE, TYP <br />EXTENSION <br />-I- SCALE: NTS <br />\-- 3/8" PLAIN PIN <br />RIVETED FLUSH, TYP <br />CORNER POST <br />LOCK PIN & <br />BARBED WIRE, TYP <br />TIE WIRES FOR FABRIC TO RAILS <br />AT 2'-0" O.C. (NOT SHOWN) <br />LOCK WIRE FOR BARBED EXTENSION ARM PULL POST <br />3 ROWS, 2 STRAND, PLAIN RAIL COUPLING, EXPANSION <br />/ /'; WIRE PLACED INSIDE ARM TYP, SEE DETAIL 2 SEE DETAIL 1 STRING COUPLINGS AT 100 FT INTERVALS <br />5 C6.5 12.5 GA STANDARD ON C6.12 ON SHEET C6.12 <br />BARBED SELVAGES RAIL COUPLING <br />BARBED WIRE, 4 POINT, TOP & BOTTOM <br />14 GA BARBS 5" O.C. <br />LINE POST, 2.875" O.D. <br />GROUP IC HIGH CARBON <br />STEEL PIPE (Fy=50ksi) <br />@ 4.64LB/FT <br />TENSION BAND, TYP <br />OFFSET CUPS, TYP <br />.., <br />D TIGHTENER TYP <br />TENSION WIRE -\ <br />#7 GA SPRING COILED <br />TENSION WIRE, TYP <br />DETAIL <br />C6.1, C6.2, C6.3, C6.5106.5 SCALE: NTS <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />u` <br />9 GA-2" MESH CHAIN <br />LINK FABRIC 70,000 PSI <br />STRENGTH BARBED TOP <br />AND BOTTOM <br />TRUSS ROD <br />10' TYP. <br />CONCRETE FOUNDATION DIMENSIONS <br />LOCATION <br />a <br />b <br />c <br />CORNER <br />12" <br />6" <br />4'-6" <br />END <br />12" <br />6" <br />4'-6" <br />LINE & OTHER <br />10" <br />6" <br />4'-6" <br />- TYMCAL SECURITY FENCE <br />C2 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />AD <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0. <br />DATE <br />BY <br />REVISION <br />N0. DATE BY <br />REVISION <br />TENSION BARS <br />SEE DETAIL 1 <br />ON SHEET <br />C6.12 FOR <br />CONNECTIONS <br />BRACE RAIL <br />ALL FOUNDATION CONCRETE SHALL <br />4" BE RAISED 1/4" ABOVE FINISHED <br />GRADE AND ROUNDED TO MATCH <br />\ FINISHED GRADE AT EDGE <br />ALL POSTS SHALL BE <br />\ ° ° < ANCHORED IN CONCRETE <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <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 />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />7 <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />SECURITY FENCE DETAILS <br />(1 OF 3) <br />FENCING SIGNS <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 />J DWC. NO. C6.4 <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO MT-NT-2021 -02.2 <br />SHEET NO. 91 OF 150 <br />0 <br />z <br />a <br />U <br />LU <br />