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WRIFIFIVA0 <br />LINE <br />POST <br />N <br />i <br />io <br />N <br />SPACE TIES N <br />EVENLY,THE <br />NUMBER OF TIES <br />SHALL EQUAL THE HEIGHT OF <br />THE FENCE <br />IN FEET <br />10" DIA. <br />6" ( TYPJ <br />ALTERNATE LINE <br />POST ANCHORAGE <br />LINE <br />GALVANIZED &I POST <br />OR ALUMINIZED <br />7 GA. COIL <br />SPRING STEEL <br />TENSION WIRE 1 <br />lnl i <br />ALTERNATE <br />BRACE BAR / <br />LOCATION <br />NI _ <br />N <br />10" DIA. <br />LINE POST <br />TERMINAL POST <br />(PULL, END OR CORNER POST) <br />pw <br />1' 0" <br />1/4" X 3/4" FLAT <br />o STRETCHER BAR — <br />cv <br />TRUSS ROD <br />1-1/2" ( APPROX. ) <br />10'0" CENTER TO CENTER <br />( MAXIMUM ) <br />I I <br />ul <br />LINE POST <br />LINE SECTION <br />c <br />CHAIN LINK <br />FABRIC <br />2" <br />GALVANIZED <br />OR ALUMINIZED <br />7 GA. COIL <br />SPRING STEEL <br />TENSION WIRE Q <br />2" <br />I I <br />I I <br />I I <br />I I <br />ul <br />LINE POST <br />NOTES: <br />TERMINAL POSTS SHALL BE: <br />END, CORNER OR PULL POSTS, 8'-0" LONG <br />NPS (NOMINAL PIPE SIZE) 2" NOMINAL <br />(NOM.) INSIDE DIAMETER (I.D.) AASHTO M181, <br />3.65 LBS./FT. OR ASTM F1043 ROLL <br />FORMED, ( 3-1/2" X 3-1/2" ) 5.10 LBS./FT. <br />BRACE BARS. <br />CONNECT TO <br />LINE POSTS SHALL BE: 7'6"(CONCRETE BASE <br />POSTS WITH <br />ONLY) OR 9'-0" LONG NPS 1-1/2" NOM. I.D. <br />BRACE BAND <br />AASHTO M181,2.72 LBS./FT. OR ASTM F1043 <br />AND CUP <br />ROLL FORMED (1-5/8"X 1-7/8") 2.40 LBS./FT. MIN. <br />3/8" DIA. <br />BRACE BARS SHALL BE: NPS 1-1/4" NOM.I.D.AASHTO <br />TRUSS ROD <br />M181,2.27 LBS./FT.OR ASTM F1043 ROLL FORMED <br />PULL. END OR CORNER POST & ADJACENT LINE POST <br />3-1/2" 1-5/8" 1-7/8" <br />10 GA. (.134V <br />' h <br />h <br />co <br />m LOCK LOOPS <br />THE WIRE FABRIC <br />SHALL BE WOVEN ITHE LOCK LOOPS FTHE ENTIRE WIDTH <br />THE FABRIC <br />BRACE BAR LINE POST <br />PULL, END OR CORNER POST <br />ALTERNATE ROLL FORMED DETAILS <br />GALVANIZE PER SPEC. 3394 <br />TEN <br />WIR <br />CORNER <br />CONNECTIO <br />BRACE <br />0 0 <br />BENT PLATE <br />ALTERNATE ROLL FORMED <br />END OR CORNER POST <br />TOP & BRACE RAIL CORNER CONNECTION <br />-0�--qo <br />TOP <br />O <br />SIDE <br />TYPICAL WIRE <br />END CLAMP <br />(1-1/4" X 1-5/8")1.35 LBS./FT. <br />PULL POST SPACING NOT TO EXCEED 500 FT. <br />CHAIN LINK FABRIC SHALL BE: <br />9 GA., 2 IN. MESH WITH KNUCKLED SELVAGE TOP <br />AND BOTTOM, AND CONFORM TO THE <br />REQUIREMENTS OF AASHTO M181 TYPE II OR IV. <br />DESIGN 60-9322 SHALL BE FURNISHED IN TYPE II <br />(ALUMINUM COATED STEEL). DESIGN 6OV-9322 <br />SHALL BE TYPE IV (VINYL COATED FABRIC). <br />WIRE TIES MAY BE 9 GA. GALVANIZED OR <br />ALUMINIZED STEEL OR 0.179 IN. MIN. ALUMINUM <br />ALLOY CONFORMING TO ASTM B211,ALLOY 1100-H18. <br />USE 12 GA. GALVANIZED STEEL OR 9 GAGE <br />ALUMINUM ALLOY 1350-H19 HOG RINGS FOR <br />TENSION WIRE TIES. <br />WHERE THE FENCE MUST CROSS SMALL BODIES <br />OF WATER, SUCH AS PONDS THAT FREEZE DURING <br />THE WINTER, USE 11 GA. GALVANIZED OR <br />ALUMINIZED STEEL OR 0.149 IN. ALUMINUM TIES. <br />PROVIDE ONLY 2 TIES BETWEEN LINE POSTS. <br />WHEN THE DRIVEN LINE POST ANCHORAGE <br />IS USED,THE REQUIREMENTS FOR THE ALTERNATE <br />CONCRETE ANCHORAGE IS WAIVED. <br />A CONCRETE ANCHORAGE SHALL BE USED FOR <br />ALL TERMINAL POSTS AND FOR FIRST LINE <br />POST(S) ADJACENT TO THE TERMINAL POSTS. <br />THE TOP OF THE CONCRETE ANCHORAGE SHALL <br />BE CROWNED 1IN. ABOVE THE NATURAL GROUND. <br />Q A BOTTOM TENSION WIRE IS REQUIRED ONLY <br />WHEN THE FENCE IS 10 FT. OR LESS FROM THE <br />EDGE OF A ROADWAY SHOULDER. <br />Q FENCES WITH A TENSION WIRE SHALL HAVE EITHER: <br />AN ASTM F552 LINE POST CAP (LOOP TYPE), <br />WITH THE TENSION WIRE PASSING THROUGH THE <br />POST CAP WHEN USING ROUND POSTS; OR USE <br />METHOD SHOWN IN "ALTERNATE ROLL FORMED <br />END OR CORNER POST" DETAIL, IF USING ALTERNATE <br />POSTS. A HOG RING SHALL ATTACH THE TENSION <br />WIRE TO THE FABRIC AND SHALL BE LOCATED NO <br />MORE THAN 6 IN. ON EACH SIDE OF A POST. <br />ADDITIONAL HOG RINGS SHALL BE SPACED <br />A MAXIMUM 18 IN. APART. <br />DESIGNATION: SEE SHEET 2 OF 2 FOR GATE DETAILS. <br />FENCE FABRIC HEIGHT-9322: EXAMPLE: DESIGN 60-9322 <br />APPROVED OCTOBER 21, 2008 SPECIFICATION STANDARD <br />DEPARTMENT OF TRANSPORTATION REFERENCE PLATE <br />2557 NO. <br />_ _ _ _ _ _ CHAIN LINK FENCE 9322K <br />STATE DESIGN ENGINEER STEEL POSTS - LINE POSTS REVISED <br />12-10-2008 M.J.E. 1 OF 2 <br />