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TOP <br />SIDE <br />STANDARD <br />PLATE <br />NO. <br />SPECIFICATION <br />REFERENCEDEPARTMENT OF TRANSPORTATION <br />1 OF 2 <br />PULL POST SPACING NOT TO EXCEED 500 FT. <br />CHAIN LINK FABRIC SHALL BE: <br />1 <br />NOTES: <br />ALTERNATE ROLL FORMED <br />END OR CORNER POST <br />TOP & BRACE RAIL CORNER CONNECTION <br />BENT PLATE <br />BRACE <br />CORNER <br />CONNECTION <br />TENSION <br />WIRE1-1/2’’LINE POST LINE POST LINE POST <br />LINE SECTION <br />10’ 0’’ CENTER TO CENTER <br />1-1/2’’APPROX.2’’ <br />LINE <br />POST <br />ALTERNATE LINE <br />POST ANCHORAGE <br />3’ 0’’2’ 6’’2’’ <br />1-1/2’’ ( APPROX. ) <br />ALTERNATE <br />BRACE BAR <br />LOCATION <br />10’ 0’’ CENTER TO CENTER <br />LINE <br />POST <br />1’ 0’’60’’12’’ DIA. <br />10’’ DIA.2’’2’’1 <br />CHAIN LINK <br />FABRIC <br />3/8’’ DIA. <br />TRUSS ROD <br />BRACE BARS. <br />CONNECT TO <br />POSTS WITH <br />BRACE BAND <br />AND CUP <br />TRUSS ROD <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 />WHERE THE FENCE MUST CROSS SMALL BODIES <br />PROVIDE ONLY 2 TIES BETWEEN LINE POSTS. <br />WHEN THE DRIVEN LINE POST ANCHORAGE <br />A CONCRETE ANCHORAGE SHALL BE USED FOR <br />ALL TERMINAL POSTS AND FOR FIRST LINE <br />THE TOP OF THE CONCRETE ANCHORAGE SHALL <br />A BOTTOM TENSION WIRE IS REQUIRED ONLY <br />EDGE OF A ROADWAY SHOULDER. <br />WHEN THE FENCE IS 10 FT. OR LESS FROM THE <br />1-7/8’’1-5/8’’3-1/2’’3-1/2’’1-1/4’’1-5/8’’10 GA. ( .1345’’ ) <br />LOCK LOOPS <br />BRACE BAR LINE POST <br />ALTERNATE ROLL FORMED DETAILS <br />GALVANIZE PER SPEC. 3394 <br />PULL, END OR CORNER POST3-3/8’’‘ 1/8’’THE WIRE FABRIC <br />SHALL BE WOVEN INTO <br />THE LOCK LOOPS FOR <br />THE ENTIRE WIDTH OF <br />THE FABRIC <br />PULL, END OR CORNER POST & ADJACENT LINE POST <br />9322K <br />2557 <br />CHAIN LINK FENCE <br />STEEL POSTS - LINE POSTS <br />TERMINAL POSTS SHALL BE: <br />END, CORNER OR PULL POSTS, 8’-0" LONG <br />7 GA. COIL <br />SPRING STEEL <br />TENSION WIRE <br />3.65 LBS./FT. OR ASTM F1043 ROLL <br />FORMED, ( 3-1/2’’ X 3-1/2’’ ) 5.10 LBS./FT. <br />SHALL BE TYPE IV (VINYL COATED FABRIC). <br />OF WATER, SUCH AS PONDS THAT FREEZE DURING <br />POST(S) ADJACENT TO THE TERMINAL POSTS. <br />BE CROWNED 1 IN. ABOVE THE NATURAL GROUND. <br />ALUMINIZED STEEL OR 0.149 IN. ALUMINUM TIES. <br />THE WINTER, USE 11 GA. GALVANIZED OR <br />WIRE TIES MAY BE 9 GA. GALVANIZED OR <br />ALUMINIZED STEEL OR 0.179 IN. MIN. ALUMINUM <br />(ALUMINUM COATED STEEL). DESIGN 60V-9322 <br />NPS (NOMINAL PIPE SIZE) 2’’ NOMINAL <br />(NOM.) INSIDE DIAMETER (I.D.) AASHTO M181,TERMINAL POST <br />( PULL, END OR CORNER POST) <br />( MAXIMUM ) <br />1/4’’ X 3/4’’ FLAT <br />STRETCHER BAR <br />TYPICAL WIRE <br />END CLAMP <br />2 <br />USE 12 GA. GALVANIZED STEEL OR 9 GAGE <br />ALUMINUM ALLOY 1350-H19 HOG RINGS FOR <br />TENSION WIRE TIES. <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 />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 />SEE SHEET 2 OF 2 FOR GATE DETAILS.DESIGNATION: <br />FENCE FABRIC HEIGHT-9322: EXAMPLE: DESIGN 60-93224’ 0’’2’ 6’’6’’ ( TYP.) <br />10’’ DIA. <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 />IS USED, THE REQUIREMENTS FOR THE ALTERNATE <br />CONCRETE ANCHORAGE IS WAIVED. <br />STATE DESIGN ENGINEER <br />APPROVED OCTOBER 21, 2008 <br />REVISED <br />12-10-2008 M.J.E.