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30-0-to 120-0' Steel line post.7--0-long <br /> 2+lx-.2-41-a 1W a T-0 Tw,slee w,re curs spaced ate-0' <br /> sloe'angle post comers a e ways <br /> to all fence wires 2.1/x'[2-1/x'.1/:.T-0' 6'dameler steel <br /> steel angle post Doubts strand 09 smooth wire F.P.gate post <br /> 2•a 2'.1/:a T-0' Fence dues shall be or double strand barbed wire _ <br /> steel angle brace stretched to mm� ze sag <br /> .-vac-tlameter steel plate <br /> a:1h ck welded all amend <br /> ro tap of a-dlameler steel pipe <br /> 11' q �•..-x 1/4•steel pale wooed <br /> =1 strand a9 t <br /> + 're or 1/:cable J'.� `�1r Io gate post and lock <br /> h amber— <br /> /11 4'tl'ameler steel 2 required each lock chamber <br /> ��..� w Post dnven into ground ,jo ppe V-6-long 1 <br /> q 2'-0' n - 2-Vac 10 3'0',encase y/ ' <br /> ' Deadman anchor— on 12'.12'.3'-r �(j''' 12'z 12'x 2a"concrete block or Dn11 Vl'dl at.' i <br /> 1'-0'•{ 1.- - A es Concrete base use 1r x 12'x 2a' concrete based ` durable rock of equal wze hole,3/i Imm end <br /> Deadpan"nor— '�e.. durable <br /> rock of necessary(Sea Note) 5-6'steel fence post <br /> Concrete bases use 12'.12•[2e" necessary 1.flit gap r z 8'Umber Iloaung we,ght anached concrete ti-,or dm,en at angle Add add'llonal vnres as �Il <br /> u ncrete block or ro all woes to nmmmae stress number equal vie (Not roc rocky cordnlons) necessary to fill gap I� II <br /> Note Alte methods tar mak'ng tluable rock of depends on wdth of watercourse Note 11'n rock,tlnll hole and Note Aft mate methods i+/2'x 1 1/x 2 2 L-J <br /> lence cmavngs and for anchonng equal sure wktl steel bar latch 9'x 4'x 1/:steel plate waged <br /> re shown Use of the Manus methods dove pose wdhout anchor plate roc ancfmnrq shown above welded w'ih cord _us ' for gate poll all lock chemDar— <br /> ls dependent on Ma oondmons and mto hole 8 not Igor use may be used vnth approval I <br /> approval of ine Engineer concrete to hold post bum of ine Engineer Dead to gain Irame l 2 eguved each lock WmDer <br /> TYPICAL FENCE CROSSING TYPICAL FENCE CROSSING <br /> FOR LARGE WATERCOURSE FOR SMALL WATERCOURSE <br /> N.T.S <br /> (up to 30 feet wide) <br /> N.T.S Lj <br /> e"z a-.Iy:and g-x a•x'I,- <br /> Mae l plate-2 each regwred <br /> End post weh brace Typ'cat concrete each lock <br /> I welded I a <br /> chamber <br /> o 1 <br /> footing for allChamber20'-0• pots and Meet plates b be e <br /> braces 2-1/2'[t-+/z'x 1/:x T-0' <br /> steel angle post welded ro both post and lock <br /> ' r[<'x 4'-0' q' camber at all comags wdh <br /> Q i r x a•x e'-0-gate Dar �'' mmmuous beads <br /> x 2'z 1/:x T-0 woo <br /> ed oed to post gate bar <br /> Comer post wen braces < steel angle brace a9.—inware , Latch bar <br /> �. r� ✓ /1A 1 Gate pow <br /> t f I ivl roy 7.e <br /> x 1-+/i x2-7 <br /> I I I I Ibar <br /> -0-dumet hol <br /> es oes may ba <br /> , Cuff <br /> r -3/:code oolcn <br /> 1-0'dameter holes 1� I I used m keu of s holes _1 square 105.ro Wind fetch bar <br /> may <br /> quareh holes <br /> k' ' ,�-� �� I'J Tf..—.{ L� c°°G"e rxrxr-s•m.nlMaya LOCK CHAMBER AND LATCH <br /> of square holes pp \•�,L 1'-0 r-0' ba5e sparod M one-thlyd perms <br /> ro- 1-6 <br /> ro• A Concrete bases <br /> \ Nola Fabhngs or bases i'-0'� � Gate fo have same slumber <br /> Typoal concrete fooling shall he"gmwned lops of cores as fence kne FOR STEEL GATES <br /> roc all and corner and kne Typul Eno Post Installation, NJ.% <br /> truce pods <br /> TYPICAL CORNER WIRE GATE AND END POST DETAIL <br /> TYPICAL INSTALLATION POST INSTALLATION NT.S. <br /> AT FENCE INTERSECTIONS NT.S <br /> N.T.S. GENERAL NOTES <br /> 1 Thus dravnng rs mended to pro de detafs for corduucuon of <br /> _1-0' barbed wire femng around hazardous none opera gs <br /> Undorm spat g gates-2•a 2-Y,,z+/f 2- All unpa'med metal surfaces must be painted a color convs- <br /> be een pods— wrtictur.1 Meet angle tent wen in.color of the kne posts or gate.wh h.v 's <br /> Undorm spaang I 16-0 ma. I closer on pro.'mey Pameg shall be done a.con5ng to the <br /> between posts— 6-+/x"steel �•_- paint manufacturers space!lions <br /> 18-0'roes <br /> 5-+2'steel kne <br /> kne post r <br /> T 12- I when gales,angle comers "� Loa brace posl— <br /> T on.e,—,hg I—are zth•x 2-1/2'z 1/: <br /> 12' 12- not destgnatad or speahad. Mnretual steel angle <br /> kne braces snan be s REVISIONS <br /> paced <br /> 112-o Y at 1100-omerva s <br /> 41 ( Colorado Department of Natural Resources <br /> 10 <br /> 9 LINE BRACES s m Date Descnobon Division of Minerals and Geology <br /> ha <br /> °' 9' ".Ts Inactive Mine Reclamation Program <br /> L . <br /> I - <br /> 1-36-metal may �C yf' Standard Drawing No.9 <br /> d i at mdpom - a-8"metal Ma <br /> U y: <br /> u t one-1n'rd oo cos u <br /> cAU71oN Thssac pnomeerWmunons shafts sit <br /> darkamum and oven Barbed Wire Fencing <br /> 4—WIRE FENCE ov n'ngswmchmna.00eopenlomesurtxe fl��aomotw ,by <br /> S WIRE FENCE trash debns or m'n ad...ablele I sudesal nufamils or rock <br /> N.T.S yens o <br /> N T S The construmor snan be,resoonvble for morcugnly 1rrveMlganng the <br /> vie conch) ns and schedubno les equlpmem equipment operations, Drawn_=\\\\/& Dale_ �/%��� Skate Dal —1 No <br /> personnel and sately procedures to prevent amdents and mlunes Cneckery��/T 1 Date /F//5D as and" 3//7/90 1 0l l <br />