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<br /> FENCING NOTES;. CL OF FENCE LINE
<br /> {
<br /> 1. UNLESS OTHERWISE NOTED ALL SECURITY FENCE SECURE I NON-SECUREI
<br /> SHALL BE PER DETAIL® TERMINAL TERMINAL
<br /> 112„
<br /> C6.5 CS.5 18" DIA CONCERTINA r
<br /> WIRE, SECURE SIDE
<br /> 2.ALL CHAIN LINK FENCE SHALL BE BLACK VINYL
<br /> COATED, INCLUDING GATES, RAILS, RODS, TOP RAIL
<br /> EXTENSION ARMS, POSTS, CONNECTIONS. BARB _N
<br /> WIRE. AND FABRIC. `-1-
<br /> CHAIN LINK 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 FENCE POST
<br /> PLACED ON THE OPPOSITE SIDE OF THE SECURE w r
<br /> BARRIER. WIRE TIES AT 2' = f
<br /> O.G. ALONG FENCE w /�
<br /> 4.EXTENSIONNDCORNER
<br /> ARMS SHALL BE PLACED ALL LINE v ��.L� �vE
<br /> zw , `
<br /> AND CORNER FENCE POSTS. GATE END POSTS ' i
<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 NOTES:
<br /> INDICATES INSTALLATION OF NEW TWIC SECURITY 1. WHERE FENCING IS LOCATED ON A
<br /> CHAIN LINK FENCE AND GATES. SLOPE THE CONTRACTOR SHALL
<br /> INSTALL A BOTTOM RAIL
<br /> 7.CONTRACTOR SHALL SALVAGE AND REUSE SIGNAGE �
<br /> THAT IS IN GOOD CONDITION. SIGNS THAT ARE SECTION - TYPICAL SECURITY FENCE
<br /> FADED OR DAMAGED IN ANY WAY SHALL NOT BE C6.5 G6.5 SCALE: NTS
<br /> SALVAGED OR REUSED. t�
<br /> TOP RAIL - CONTINUOUS, TIE WIRES FOR FABRIC TO RAILS
<br /> 1.66" 0 0 2.27 LB/FT OR AT 2'-0" O.C. (NOT SHOWN) EXTENSION ARM PULL POST
<br /> "C" SECTION 0 1.40 LB/FT LOCK WIRE FOR BARBED TYP, SEE DETAIL 2 SEE DETAIL 1 PLAIN RAIL COUPLING, EXPANSION
<br /> WIRE PLACED INSIDE ARM ON SHEET C6.12 STRING COUPLINGS AT 100 FT INTERVALS
<br /> 1211 3 ROWS, 2 STRAND, ON C6.12
<br /> END, GATE OR C6.5 C65 12.5 GA STANDARD BARBED SELVAGES RAIL COUPLING
<br /> CORNER POST y BARBED WIRE, 4 POINT, .." TOP & BOTTOM
<br /> 14 GA BARBS 5" O.C.
<br /> PRESSED STEEL TOP x K it x Pt N x x x « ' !�
<br /> PINNEDO TO END OR N w x w x x K K M i.-
<br /> CORNER OF POST ��„��Sw,.._._-�_......�,....._._._..._...-_.... e� W.
<br /> SEE DETAIL 2 ON C6.12 •I••••-•/•••••••• ••I♦ 4' >'O ' '•.: 4* ♦'t;♦'e`44.•'e' e'*'.♦'� O*e' •+
<br /> e*e•••• s•••••�••••••e4eeees° LINE POST, 2.875" O.D. e♦ 4 A e* *►a°e°Oe°°VIVO;4♦4eee444♦44°44o°°e44444444 9 GA-2" MESH CHAIN TENSION BARS *°•4•°•! ♦
<br /> - 0*0+*•e••see.•+ S. i$ •44e 0<>+eeee404e0♦Dee♦4ee4fi' ee♦•4°e•e•O°e°e 4•i*
<br /> BRACE RAIL, 1.66"� +•••••o4*44♦•o*e4•••••°4*e° GROUP IC HIGH CARBON +4 ♦♦• :e , ,�444) •
<br /> o�e�e±40s�4°444e�s®4*4s44.44114Nt LINK FABRIC 70,000 PSI SEE DETAIL 1 ®eo04-•••••Io,a•e••••• `s•e
<br /> ® 2.27 LB/FT OR "C" e4*•4.0•*•o••••••°•eo♦•eo* STEEL PIPE (Fy=50ksi) oleo ♦oo! ••*•0 > •
<br /> s•4•••••••••••••••4,.!�4+®STRENGTH 8ARBED TOP ON SHEET 4 ee44•e e•<1e•ee,,4'e®OEe4e� *eee
<br /> SECTION 1.40 LB/FT �e4*�*�*j°�*ie�*�o�o�o�e0 ® 4.64LB/FT 4*o y •
<br /> *�! •fee* ;*:+4oe4vo e�i4i®4•ee♦•0***ies4s�•o♦e*0i'ND BOTTOM C6.12 •FOR •�.....4e4*••O•e e e is0,,4•`4•e� *•+
<br /> ♦**♦♦*o e*•* o• •4.. CONNECTIONS •*•*•°**♦**e*°s®�4°°®e0o°i•i o O �•*4•
<br /> °*°**•*****s"♦4*4s•s• TENSION BAND, TYP 0°®4 0♦ •4.41 4 44 •rose••°°o•0 o*' 0 s♦+o** -
<br /> •+••*+••e• •4•. *e• ••♦ r+*+•+*******e•4••****••040♦4eo.*••e••ee04o•••o°Oo°•*OO4e ***e*o e••••**e 4•'.*
<br /> ••♦s+•e♦O ♦+ ++ °* •••.••00*•e•••+*e0.Oe•+ee**e•*e •e°o°*••°•4••e•o•+4••*•+4+•e•*•e•••s•�q`+.
<br /> 1/4" X 3/4" TENSION �°Os*••4*4•O.4e� e* ***e •.4•.41 •*•r•.ee*4*♦*ee•e*o414*•te**♦•*ee*e4 eo ••••••••4•4•••o••••••o••*•o•♦•I o*
<br /> e..•••*4•*•e• OFFSET •
<br /> CUPS, NP •••• •••1 ••O• ��•�°�•1•�*A♦A•a®oew4�*�•i*�*.O°pia*�•a*s°w*i,*a*4l�•�,*D�*e*w '��r., o e
<br /> BAR, TYP (NOT SHOWN). *se ••• ..• •4..veveereve.e eeevee:eeevee..e4.. - �•V•V•Wi*iwioviv•-. ss
<br /> •*•* +• ♦o * �:�aAP4�•'•0••!•*OM•V47.1•*Ve�•V•O•V40•7•V•�•�•�•®•94V•O.O i••*•A•*•••••*•*•*•A•e••*�a•I!�♦*S 4**•
<br /> **e'•ere a•'•: 3 8* RUSS ROD, •••e. A**a .*•A IA r•e 4..4..*+♦•****•.4.0.*.4❖*4*•0.4.4•*•4.0.4•••'+4 4*4A, •*•+4 4,a*e*•*••• 1*4..O•4e.°•; 4.• FENCING SIGNS
<br /> END, CORNER OR PULL •i°e•s•s•®°*••°O* AND TIGHTENER TYP ••4• •**i 4''+* •
<br /> o�r444*�e4eieie+'i::4"44�e••4.44e4e4......e0o•e•444.4**.4 •••••••••••P+•v�44*•0••*4•*••°♦•*e. 4•ee
<br /> ee*+o*0os♦ •* •* •* r*o*s*•*•*••..•0e•s•** BRACE RAIL •+:*:•�*.•'•.44*4:40•°•+*�•®•se:* •,••,•
<br /> POSTS 3.5" O.D. GROUP IC ee*4•*4*•*4*•e*••0*♦ 0••4 ••*• i•i• r•*••*•*•e*°*4•••°*e*°0•*4••�4 *4•*4 e•o•••*0 e•4*. ♦e
<br /> ♦♦***•ee4e i*4* •••! •
<br /> .•• 4 o••*•••*•*••••+•••e•••!•• • 0•*•*4•e•*e•4e*e♦ *•
<br /> HIGH CARBON STEEL PIPE o*+*O•••*••*�4••e*e4o4 e+ 0♦ ••4.0 O*•o e o* •*0.04**o•i**4**4••4+444••0.040••4* 4*e.
<br /> (FY=SOksi) ® 5.71 LB/FT •+*0•e•+•®•+•0*••44e•0. +*+e +* ••• •♦e•4•..•o•s*`•••4. .•*•®•.*•+•4�*�+,4.+,♦®*�•®•�•�•�® 4.•�.
<br /> ♦o***o•e�iiV�•°+ ••4• 00• �o•• r•o•o0••**0 *e+.s•+s*••4es•e, A•
<br /> +••**•+ TENSION WIRE s+••e♦*s*♦ TRUSS ROD se•+e00o*+eooe 0♦
<br /> ♦*++. *e0e•e se 0• •e•
<br /> •�!!.* ♦*O••♦ •* *•*� •4*• r o 0 0•e**e♦ O••-*i4♦*44e•e•O•*4•••4•*•! 6°00
<br /> 10' TYP. ALL FOUNDATION CONCRETE SHALL
<br /> • #7 GA SPRING COILED 4" BE RAISED 1/4" ABOVE FINISHED
<br /> TENSION WIRE, TYP CONCRETE FOUNDATION DIMENSIONS N GRADE AND ROUNDED TO MATCH
<br /> �! . \ FINISHED GRADE AT EDGE CALL48HOURS LOCATION D e /'. BEFORE YOU DIG
<br /> CORNER 12" 6 •
<br /> " 4.-6" .,'�'• ALL POSTS SHALL BE DIAL811
<br /> ANCHORED IN CONCRETE
<br /> END 12" 6" 4-6" r.
<br /> VERT DATUM: NAVD 88
<br /> LINE & OTHER 10" 6" 4'-S" CONV TO MLLW = NAVD88+2.03
<br /> � HOR2 DATUM: NAD 83/91 '
<br /> DETAIL - TYPICAL SECURITY FENCE IF SHEET IS LESS THAN 22x34 W I
<br /> .5 C
<br /> C6.1, C6.2, C6.3, C66.5 SCALE: NTS REDUCE SCALE ACCORDINGLY
<br /> nx
<br /> PROJECT ENGINEER SCALE:
<br /> A N. WATSON AS SHOWN
<br /> (0,7' DESIGNED BYDATE
<br /> Port O ¢ E BECKER05/07/2021
<br /> I.q3ff • DRAWN BY: CNECKED BY:
<br /> ` K. EDWARDS, D. YU N. WATSON
<br /> 1601 Sth Avenue,Suite 1300 � APPROVED BY.
<br /> P.O. BOX 538 Seattle,Washington 98101 ® 05/02/2021 NW FOR CITY REVIEW
<br /> EVERETT, WA 96206 (206)382-0600 Fax(206)382-0500 REVISION
<br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY
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