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SEE NOTE Q2 <br />LINE <br />POST <br />N <br />I <br />Lo <br />;II <br />N III• <br />SPACE TIES N <br />EVENLY,THE <br />NUMBER OF TIES <br />SHALL EQUAL THE HEIGHT OF <br />THE FENCE <br />IN FEET <br />1011 DIA. <br />6" ( TYP.) <br />ALTERNATE LINE <br />POST ANCHORAGE <br />LINE <br />GALVANIZED N POST <br />OR ALUMINIZED <br />7 GA. COIL <br />SPRING STEEL <br />TENSION WIRE <br />ALTERNATE <br />BRACE BAR / <br />LOCATION <br />N - <br />ID <br />N <br />I I <br />I <br />u LINE POST <br />TERMINAL POST <br />(PULL, END OR CORNER POST) <br />I I <br />I I <br />u LINE POST <br />LINE SECTION <br />4AT <br />1/4" X 3/4" STRETCHER BATRUSS ROD <br />1-1/2" ( APPROX.10'0" CENTER TO CENTMAXIMUM <br />CHAIN LINK <br />FABRIC <br />BRACE BARS. <br />CONNECT TO <br />POSTS WITH <br />BRACE BAND <br />AND CUP <br />3/8" DIA. <br />TRUSS ROD <br />10" DIA. L•-J <br />12" DIA. <br />PULL, END OR CORNER POST & ADJACENT LINE POST <br />33-1/2'' 1-5/8" 1-7/8" <br />10 GA. (.1345" ) a <br />- - M <br />ao ao <br />rn <br />I <br />LOCK LOOPS <br />THE WIRE FABRIC <br />SHALL BE WOVEN INfi <br />THE LOCK LOOPS FO <br />THE 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 />-92pzc <br />TOP <br />O <br />SIDE <br />TYPICAL WIRE <br />END CLAMP <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />u LINE POST <br />NOTES: <br />2" <br />GALVANIZED <br />OR ALUMINIZED <br />7 GA. COIL <br />SPRING STEEL <br />TENSION WIRE Q1 <br />211 <br />TERMINAL POSTS SHALL BE: <br />END, CORNER OR PULL POSTS, 8'-011 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 />LINE POSTS SHALL BE: 7'6'(CONCRETE BASE <br />ONLY) OR 9'-0" LONG NPS 1-1/2" NOM. I.D. <br />AASHTO M181, 2.72 LBS./FT. OR ASTM F1043 <br />ROLL FORMED (1-5/8"X 1-7/8") 2.40 LBS./FT. MIN. <br />BRACE BARS SHALL BE: NPS 1-1/4" NOM. I.D. AASHTO <br />M181,2.27 LBS./FT.OR ASTM F1043 ROLL FORMED <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 60V-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 />Q1 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 />Q2 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 <br />SPECIFICATION <br />STANDARD <br />— — — — — — — <br />DEPARTMENT OF TRANSPORTATION <br />REFERENCE <br />PLATE <br />CHAIN LINK FENCE <br />2557 <br />NO. <br />9322K <br />STATE DESIGN ENGINEER <br />STEEL POSTS - LINE POSTS <br />REVISED <br />12-10-2008 M.J.E. <br />1 OF 2 <br />