Y--BDO BLM ESR RANGE FENCE CONSTRUCTION

6' -6" MIN BRACE _ _ _ _ _ _ _ _ l- ::;,,~~7 END PANEL-TY PE :i: , '<~'-= t-i 1 J I I 1 I I .C I I I I l1J 6' -6" MIN Lt! - STRESS PANEL 1- ---- ----- SEE MORTISE DETAIL END PANEL-TYPE 11 ADD ADDITIONA L WIRE OF THE SAME MATERIAL AS BOTTOM WIRE OF FENCE AND A ROCK DEADMAN (MIN WEIGHT 50 LBS) WHEN SPACE BETWEEN BOTTOM WIRE AND GROUND EXCEED 20 INCHES PANEL AT MINOR DEPRESSION -1- - - - ---- .i'------- - +---l____ -· -·-·-·-·-·-·-l 1. SE E SPECIFICATIONS FOR THE FO LLOWING: A. RAT IO OF STEEL TO WOOD LINE POSTS. B. POST SPACING, LENGT H AN D DEPTH IN GROU ND. C. TYPE OF END PANE L TO BE USED. 0. TYP E OF WIRE TO BE USED. E. SPACING BETW EEN WIRES. F. NUMBER OF STAYS PER SPAN (L). LINE PANELS · SPIK E (SPIKING~ OR TOE NAILI NG AS SPECIFIED) MORTISE DETAI L ALvlAYS THINK SAFETY UN ITED STATES DEPAR TMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT IDAHO STATE OFFICE TYPICAL BARBED WIRE FENCE (4-WIRE) DESIGNED: ......,B_LM,.,.....____________ _ REVIEWED: -=B..::LMc.:....._________ ____ APPROVED: BLM REVISED: AUGUST 2007 SCALE: NONE DAT E: FEBRUARY 199 1 SHEET: 2 OF 23 DRAWING NO.: 02824 - 1 -- 1 of 13 -- 'o I ·... 0I .... 71 .....(/) 0 Cl. 2-4Od NAILS AT EACH JOINT, MOR TISE ONE MEMBER TO GET MIN 2-1 /2 I NCHES NAIL PENETRAT ION INTO RECEIVING PIECE FIGURE FOUR-SIDE 1-- BARBED WIR E FENCE ' POST FIGURE FOUR-PLAN VIEW CU T TO FIT I NSIDE OF BRACES SUPPORT BASE OF ROCK JACK ON FLAT STONES ROCK JACK - SIDE (ROCKS IN PLACE) ROCK JACK-PLAN I I I 1-- SET IN HO LE L __ _J DUG TO ROCK ROCK JACK-FRONT UNITED STATES DEPARTMENT OF THE INTER IOR BUREAU OF LAND MANAGEMENT IDA HO STATE OFFICE FIGURE FOUR & ROCK JACK DESIGNED: BLM REVI EWED: --:::B.C:,LM',-------------- APPROVED: BLM REVISED: AUGUST 2007 SCAL E: NON E ALWAY$ THINK SAFETY DATE: FEBRUARY 199 1 !;,..__ ________ _______ ___ _____________ ...i...=D.;.;RA'-"W"-'I'--'NG=-....cN;.;:O.c.:.:_O::..:2:..:8c::.24-'-----'5:.........____________,J SHEET: 19 OF 23 -- 2 of 13 -- END OF STANDARD FENCE AN D BEGINNI NG 16 ,_ 6• cc 4 ,_ 0 .. OF FENCE-DRAINAGE CROSSING ~:::JI MAX ' ' 16' -6" c.c. I MAX I WIRE DES IGN AND POS TS SAM E AS STANDARD FENCE EXCE PT END POST SHALL BE 7'-0" SET 2'- 6" DEEP - ---. ELEVATION NOTES: 1. STAPLE WIRE ON DOWNSTREAM SIDE OF POSTS IN CHANNEL 2. ROUGH SAW N 2x4'S MAY BE SUBSTITUTED FOR POLES. AL\/AYS THI NK SAFE TY 16' -6 " C.C. MAX UNITED STATES DEPART MENT OF THE IN TERIOR BUREAU OF LAND MANAGEMENT IDAHO STATE OFFICE FENCE-DRAINAGE CROSSING TYPE B DESIGNED: BLM REVIEWED: - BL~M------------- APPROVED: BLM REVISED: AUGUST 2007 SCALE: NONE DATE: AUGUST 1990 SHEET: 18 OF 2.3 DRAWING ND.: 028.36 - 2 -- 3 of 13 -- 1-END OF STANDARD FENCE AND BEGINNI NG OF FENCE-DRAINAGE CROSSING y I L.J I I I WIRE DESIGN AND SPACING SAME AS MAIN FENCE, EXC EPT END POST SHALL BE 7' -0", SET 2' -6" DEEP NOTE: r FENCE TYPE AS SPECIFIED .--1,-, - •-•-·-•-·-·-· I ADDITIONAL BARBED WIRE r AS REQUIRED 2 STRANDS (MIN) OF 9 -G A GALV WIRE BURIED DEADMAN MIN 50 LBS 1-------'-1 6.:._'_-_::6_" _:C:.c.C:..:._M.c.A_:_X-'---------~J-1_6_'-_ 6_' 7 ' f-C· MAX OR BANK TO BANK WIDTH ELEVATION UNITED STATES DEPARTMENT OF THE I NTE RIOR BUREAU OF LAND MANAGEM ENT IDA HO STATE OFFICE FENCE-DRAINAGE CROSSING TYPE A 1. STAPLE WIRE ON DOWNSTREAM SIDE OF CHANNEL POSTS . DESIGNED : --':8.C,LMc':-------- ------ REVIE WED: --"B--'-LM-'--------------- --- APPROVED: BLM REVISED: AUGUST 2007 SCALE: NONE Alw'AYS THINK SAFETY DATE : AUGUST 1990 DRAWI NG NO.: 02836 - 1 SHEET; 17 OF 23 -- 4 of 13 -- '(]l I ;,., ;,., I '(]l T 7' -o" MIN 8' -o· MAX I r BRACE CLAMP (DETAJL A) l,!a==========ol-l I I I I II 11 II WIRE HOLDER (DETAIL C) __ u STRESS PANEL 5/16"x1-1/4" CARRIAGE BOLT AND HEX NUT BRACE RAIL_/ ,, DETAIL A BRACE RAIL BRACE RAIL '(]l I ;,., '(]l T 7' - o" MIN 8' - o" MAX I/-BRACE CLAMP (DETAIL A) ~=========ol-l WIRE PULL 1-1/4"x1/4"x5" BAR STOCK BRACE CLAMP BRACE CLAMP DETAIL B TWO-POST END PANEL 5/ 16"x1-1/4"~ CARRIAGE BOLT AND HEX NUT '"'I i') ;,, I ½ o'l 1 7' - o· MIN 8' -o· MAX 7' -0" MIN 8' - 0" MAX T Ir BRACE CLAMP (DETA IL A) ~========loi<========~ ~ II II II II I I u THREE-POST END PANEL WIRE PULL NOTES: 1. BRACE WIR E SHALL BE WRAPPED TWO TIMES AROUND PANEL AS SHOWN ON DRAWIN G. EAC H WRAP SHALL BE LOOPED ONCE AROUND THE POST. THE BRACE WIRES SHALL THEN BE TWISTED TIGHT. 2 . THE POSTS AND BRACES SHALL BE AS SPECIFIED AND OF THE FO LLOW I NG SIZES: POST PIPE: 2 - 1/2" SS40 (2.375" OD 3 .12 LB S/TT) BRACE PIPE: 1- 5/8" SS40 ( 1.6 60 " OD 1.84 LBS/TT) 3. WIRE SPACING SHALL BE AS SPl:CIFIED JN TH E WIRE FE NCE AND GATE SPECIFICATIO NS. WIRES SHALL BE TI ED TO EAC H POST WITH 12 - 1/2 GAUGE WIRE TWISTED TIGHT. 4. THE CONTRACTING OFFICER WILL DETER MINE WHER E TO USE THE ALTERNAT E POST INSTALLATION IN ROCK. AN UNDERSIZED HOLE MUST BE DRILLED JN TH E RO CK FOR THIS INSTALLATION. 5 . WITH THE APPROVAL OF THE CONTRACTING OFFICER,. OTHER METHODS MAY BE SUBST ITUTED FOR THE CLAMP FOR HOLDING DOWN THt. BRACE WIRE. AL'<IAYS TH[NK SAFETY ~ BRACE CLAMP OR SIMILAR DEVICE TO HOLD BRACE WIRE IN PLACE DETAIL C 1-1/4"x1/4"x5" BAR STOCK BRACE RAI L CONNECTOR DETAIL DETAIL D UNITED STATES DE PARTMENT OF THE INT ER IO R BUREAU OF LAND MANAGEMENT IDAHO STATE OFF ICE STEEL PIPE END PANELS DESIGNED: -=B.::.LM'---- ---- ----- - REV IEWED: _::cB,:cLM::_______ _ _ ___ APPROVED: BLM REV ISED: AUGUST 2007 SCALE: NO NE DATE: AUGUST 1990 SHEET: 15 OF 23 DRAWING NO.: 02824-14 -- 5 of 13 -- r BRACE CLAMP (DETAIL A) a, I ;,, .t<l I ;,, ~ I .t<l T 11 '"0. II II II u THREE-POST CORNER PANEL &· 'O• FOUR-POST CORNER PANE L II II II II u I I I I II II u WIRE HOLDER (DETAIL C) BRACE C WIRE HOLDER (DETAIL C) &•,o, BRACE CL.AMPS ¾.i,1- (DETAIL B) ' ' ti ti II II FIVE - POST : : CORNER PANEL u WIRE HOLDER (DETAIL C) § ~ NOTES: ,,. ~ 1. BRACE WIRE SHALL BE WRAPPED TWO TI MES AROUND PANEL AS SHOWN ON DRAWING. ~ EACH WRAP SHALL BE LOOPED ONCE AROUND THE POST. THE BRACE WIR ES SHALL THEN BE TWISTED TIGHT. 2. THE POSTS AND BRACES SHALL BE AS SPECIFIED A…