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1 BAND <br />HEIIGHT <br />H <br />3" MAX. <br />3' ' CLR. <br />HINGE <br />HINGE <br />BRAGS END POST <br />POST <br />1 <br />FABRIC <br />HEIGHT <br />H <br />SAN <br />END POST <br />RAIL END <br />THRU 6' <br />WALK GATE <br />1D' .MAX. <br />1 <br />12 DIAL <br />CONCRETE BAS ES Ill HI <br />(SEE TABLE ON SHEET 2 _ <br />:FOR DEPTH.) <br />FENCE WITH TOP RAIL „ (USE ONLY AT SPECIAL LOCATIONS <br />;$4g $$$$: • TOP RAIL <br />BARBED WIRE TOP <br />POST <br />7 GA. <br />TENSION WIRE <br />(TOP & BOTTOM) <br />LATCH <br />HORIZONTAL <br />BRACE RAIL <br />AND 3 ,4 ° 01k <br />TRUSS -ROD <br />FOR GATES <br />5' OR WIDER <br />HINGE <br />Computer File Information <br />Creation Dote: `07 /04/06 <br />Initial: SJR - <br />Lost Modification Dote: 07/04/06 initials. LTA <br />Full Path: www .dot.state.co.us /DesignSupport/ <br />Drawing File Nome: 607020103.dwg <br />CAD Ver.: MIcroStoUan V8 Scale Not to Scale Units English <br />I 10' MAX. , ALL POST SPACING --I <br />iv ROUND PIPE y ROLL- FORMED <br />LINE POST STEEL. I� INE POST <br />HINGE <br />CORNER <br />POST <br />CORNER THIS G 15E <br />WAY OR LIKE THE <br />END POST SHOWN <br />ON THE LEFT <br />TENSION <br />WIRE <br />(USE ONLY WHEN SPECIFIED ON PLANS) <br />10' MAX., AU. POST SPACING <br />UNE POST <br />SINGLE THRU A2 <br />IF" U GLGGE GA <br />I V ILJ TE <br />Date: <br />BEYOND CLEAR ZONE WHEN THE TOP RAIL IS 4SPECIFIED ON'P I S) LEGEND <br />, '4 ATTACH FABRIC'TO•ALL FENCE &GATE <br />STRUC AT 12 IN. INTERVALS <br />VERTICALLY AND AT 20 N. -HORIZONTALLY. <br />� SEE DETAILS TURNBUCKLE 2 AND .3 . <br />„I <br />I TYPE OF LINE POST (ROUND PIPE OR ROLL - FORMED STEEL) <br />SHALL BE AT THE OPTION OF THE R <br />UNLESS OTHERWISE. SHOWN ON. THE © <br />; 4, BRACE RAIL IS N6T REQUIRED FOR 36 IN.. 42 IN., OR 48 IN. <br />FABRIC HEIGHTS, BRACE RAIL FOR .FENCE WITH ROLL-FORMED <br />STEEL ELEMENTS <br />yk CASE <br />UNE POST <br />FENCE WITH 'TOP TENSION WIRE (USE FOR STANDARD CHAIN IINK FENCE) <br />6 " <br />5 MAX--- } ---5' MAX - ---- 5'. MAX;--n I <br />�arru <br />HINGE <br />STRAIN <br />POST' <br />TENSION BANDS <br />AND STRETCHER <br />AT EACH OE R <br />L W G N )ES <br />END <br />POST <br />RAIL SPLICE <br />4' MAX. 3 MAX. <br />HIM <br />Sheet Revisions <br />Comments <br />UNE <br />POST <br />1. TO 'KEEP INSIDERS IN, <br />SLOPE TOP IN 45 <br />2. TO KEEP OUTSIDERS OUT, <br />SLOPE TOP 011T <br />BARBED'WIRE,OVER :GATES <br />'SHALL NOTBE SLOPED <br />�' <br />LINE POST <br />CORNER <br />POST <br />12' DIAL x 12 DEER <br />B� THRU 23', EACH GATE <br />RAIL <br />LINE BF, CE POST <br />Colorado ;Department of Transportation <br />4201 Eost Arkansas Avenue <br />Denver, Colorado 80222 <br />Phone: (303) 757 -9083 <br />Fox: (303) 757 -9620 <br />r - Project Development Branfrh <br />UNE <br />POST <br />12 IN. BELOW THE TOP RAIL, (SEE SHEET 3). <br />UNE BRACE SECTION, REQUIRED AT 400 FT. MAX. INTERVALS ---1 <br />UNE, POST <br />DROP ROD <br />(SEE DETAIL•SHOWN ON RIGHT) <br />;7 GA. <br />TENSION <br />WIRE <br />.STRAIN <br />e <br />DdIJBLE GATE <br />SRJ f LTA <br />:SEE SHEET Z DETAIL A <br />-GENERAL- <br />1. AT EACH LOCATION WHERE AN ELECTRIC TRANSMISSION, DISTRIBUTION, OR SECONDARY <br />LINE CROSSES A FENCE, THE CONTRACTORI'SHALL FURNISH AND INSTALL A GROUND <br />CONFORMING TO ARTICLE 250 OF THE NATIONAL ELECTRIC CODE A GROUND SHALL <br />ALSO BE INSTALLED. A MAXIMUM OF EVERY, I500 FT. ALONG THE FENCE. THE GROUND <br />ROD SHALL BE A MINIMUM DIAMETER OF 1 ,4 IN AND 8 FT: IN LENGTH, AND DRIVEN <br />AT LEAST 7 % FT. INTO THE GROUND. THE ROD SHALT. -BE CONNECTED TO EACH <br />WIRE WITH A MINIMUM AWG NO. 8: STRANDED COPPER WIRE. GROUNDING WILL NOT BE <br />PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE FENCE <br />2. (HEIGHT OF FABRIC) SHALL BE AS SHOWN ON THE PLANS. FABRIC IS AVALIABLE <br />IN THE. FOLLOWING HEIGHTS: 36 IN., 42 N � I ., 48 IN., 60 IN., 72 IN., 84 IN., 96 IN:, <br />106 IN., 120 IN., AND 144 IN. <br />3. CHAIN, LINK FENCE SHALL CONFORM TO PASHTO M 181. <br />4. CHAIN LINK FABRIC SHALL BE 2 IN. MESNIIND. 9 GAGE GALVANIZED <br />OR ALUMINUM COATED WIRE SECURELY FA EKED TO TENSION WIRE, LINE POSTS, <br />RAILS,. BRACES AND STRETCHER BARS :SP AS SHOWN HEREON. WIRE FASTENERS <br />AND TIE CUPS SHALL BE NO 11 GAGE &M) GALVANIZED STEEL WIRE <br />OR NO. 7 GAGE (B&S) ALUMNUM WIRE.; AND HOG RINGS , SHALL BE NO. 9 GAGE, <br />ALL IN CONFORMANCE WITH ASTM F 626. I <br />5.. STEEL POSTS, RAILS AND GATE FRAMES SHALL CONFORM TO AASHTO M 181 TYPE 1 , <br />GRADE 1 OR GRADE 2. <br />6. AT THE CONTRACTOR'S OPTION, PIPE USE FOR FENCE CONSTRUCTION SHALL <br />CONFORM TO THE DIMENSIONS. AND ' i e FOR :EITHER "ORDINARY ";PIPE OR <br />ALTERNATIVE PIPE AS SHOWN ON SHEET 2. ALTERNATIVE'PIPE MALL BE HIGH <br />STRENGTH STEEL PIPE: CONFORMING TO lIERAL SPECIFICATION RR- F- 191/30. <br />7. TENSION WIRE SHALL BE CONTINUOUS BETWEEN END OR CORNER POST AND LINE <br />BRACE POST. A TURNBUCKLE OR OTHER APPROVED TIGHTENING DEVICE SHALL BE <br />USED FOR EACH CONTINUOUS SPAN OF TENSION WIRE. <br />6. NSIO. PASHTO' TE N WIRE SHALL CONFORM .TO AASHT M 1$1: <br />9. CONCRETE FOOTINGS •SHALL.HAVE TOPS CROWNED AT GROUND LEVEL AND SHALL <br />BE CLASS B. CONCRETE WITH LIGHTWEIGHT AGGREGATE CONFORMING TO <br />AASHTO M 195, MAY BE SUBSTITUTED. <br />10. TERMINATION OF FENCE AT BRIDGES OR OTHER STRUCTURES SHALL BE AS SHOWN <br />ON THE PLANS. <br />11. CHAIN LINK FABRIC LIP TO 5 FT. HIGH S BE KNUCKLED AT THE TOP AND <br />BOTTOM SELVAGES. FABRIC OVER 5 FT. HIGH SHALL BE TWISTED AND BARBED <br />ON THE TOP SELVAGE AND KNUCKLED ON,THE BOTTOM SELVAGE. <br />12. FENCE MAY BE CONSTRUCTED WITH EITHER ROUND PIPE OR ROLL- FORMED STEEL <br />COMPONENTS. THE CONTRACTOR SHALL STATE AT THE PRECONSTRUCTION CONFERENCE. <br />THE TYPE OF CONSTRUCTION AND TYPE OF LINE POST TO BE USED THROUGHOUT <br />SPONSIBLE'FOR RE- ESTABLISHING " DISTURBED <br />MONUMENTS TO E APPROPRIATE ACCURACY <br />SUBSECTION 625.08 OF THE STANDARD <br />SPECIFICATIONS. <br />HINGE <br />13. THE CONTRACTOR SHALL BE RE <br />OR DESTROYED SURVEY <br />IN ACCORDANCE WITH <br />HINGE <br />HINGE <br />12' <br />FORK <br />LOCK <br />BAR <br />GUIDE <br />LOCK <br />GATE FRAME <br />TYPICAL DR©P„ ROD:_ ASSEMBL <br />CHAIN :LINK FENCE <br />Issued By. Project Development Branch on July 04, 2006i <br />`DROP ROD <br />1 3. ". x6 . <br />BAND <br />STRETCHER <br />BAR <br />GATE FRAME <br />12' <br />FABRIC <br />STANDARD PLAN NO. <br />M -607 -2 <br />Sheet No. 1 of 3 <br />CLC ASSOCIATES <br />• 430 E.1331711■30 <br />3. 7713 9349 <br />z <br />0 <br />w o <br />z LL <br />ce <br />• 0 <br />Z <br />• Z <br />m • ? <br />Z <br />❑ <br />U I_ <br />L3 <br />0 <br />ik <br />m F <br />m <br />< mm <br />kmm <br />Z F F m F <br />m D 0 = <br />U <br />1 J 2 n F <br />W <br />0 <br />m <br />W - R D <br />0 !:8 0 <br />0 D D D 0 <br />PROJECT #.11.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />C6.90 <br />Z <br />7 r <br />0 <br />I <br />J <br />O. <br />J <br />