2011-08-09_REVISION - M1981185 ‎(68)‎

• Permit No: M1981185
• IBM Index Class Name: REVISION
• Doc Date: 8/9/2011
• Doc Name: CN-01 112d permit application Exhibit A thru F
• From: Wildcat Mining Corporation
• To: DRMS
• Type & Sequence: CN1
• Email Name: WHE
• Media Type: D
• Archive: No

FABRIC
HEIGHT
3"
HINGE
HINGE
BRACE END'
BAND
1TE�N
3' CLR.
12"
CONCRETE
(SEE TABLE ON SHEET 2
FOR DEPTH.)
FENCE WITH TOP RAIL (u
END POST
STRAIN
S
0
T
RAIL ENO
3' THRU 6'-- -]
WALK GATE
10' MAX.
TENSION
TARE
BARBED WIRE TOP (USE ONLY WHEN SPECIFIED ON PUNS)
END
---10' MAX., AU. POST SPACING
UN POST STEEL POST
l I RAIL SPLICE
ONLY AT SPECIAL LOCATIONS BEYOND CLEAR ZONE WHEN THE TOP
10' MAX., ALL POST SPACING*
POST
6' 1HMJ 23'
SINGLE GATE
TREAT * CASE 2.
CORNER THIS
WAY OR LIKE THE
END POST SHOW/4
ON THE LEFT
* CASE 1. TO KEEP INSIDERS IN,
SLOPE TOP MI 45
FENCE WITH TOP TENSION WIRE (USE FOR STANDARD CHAIN LOAS FENCE)
LATCH r `-" 5 MAX 5' MA _ - 5' MHX--1 6,
TENSION BANDS
AND STRETCHER
AT EACH SOL
CAL FOR
couEs
SHOWN)
POST
4" MAX. 3" MAX.
S
LINE
POST
EC FIETt ON PLMS) LEGEND
* ATTACH FABRIC TO ALL FENCE a GATE
STRUCTURES AT 12 IN. INTERVALS
VERTICALLY AND AT 20 IN. HORIZONTALLY.
(SEE DETALS ON SHEETS 2 MD 3�).
'fIGHTENER OR TURNBUCKLE SYM
V TYPE OF UNE POST (ROUND PIPE OR ROLL- FORMED STEEL)
SHALL BE AT THE OPDON OF THE CONTRACTOR
UNLESS OTHERWISE SHOWN ON THE PLANS.
4. BRACE RAIL IS NOT REQUIRED FOR 36 IN., 42 IN., OR 48 IN.
FABRIC HEIGHTS, BRACE RAIL FOR FENCE WITH ROLL - FORMED
STEEL ELEMENTS IS 12 IN. BELOW THE TOP RAIL, (SEE SHEET 3).
BRACE SECTION, REQUIRED AT 400 FT. MAX. HTERVALS —»-i
LINE BRACE POST LINE POST
TO KEEP OUTSIDERS OUT,
SLOPE TOP OUT 45
BARBED WIRE OVER GATES
SHALL NOT BE SLOPED
HINGE
CORKER
POST
RAIL
LINE
POST
RoP ROD
(SEE DETAIL SHOWN ON
12" DIAL x 12" DEEP
6' THRU 23', EACH GATE " ' SEE SHEET 2, DETAIL A
DOUBLE GATE
7 GA.
WIRE
STRA
POST
Hi
GENERAL NOTE$
1. AT EACH LOCATION WHERE AN El£CTRIC TRANSMISSION, DISTRIBUTION, OR SECONDARY
UTE CROSSES A FENCE, THE CONTRACTOR SHAD, FURNISH AND INSTALL A GROUND
CONFORMING TO ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. A GROUND SHALL
ALSO BE INSTALLED A MAXIMUM OF ; EVERY 500 Fl. ALONG THE FENCE. THE GROUND
ROD SHALL BE A MINIMUM METER OF TA IN. AND 8 FT. IN LENGTH, AND ORNEN
AT LEAST 7 1 FT. INTO THE GROUND. THE ROD SHALL BE CONNECTED TO EACH
WIRE WITH A MINIMUM ARC N0, 8 STRANDED COPPER WIRE. GROUNDING Wll. NOT BE
PAID FOR SEPARATELY BUT SHALL Ef INCLUDED IN THE COST OF THE FENCE.
2. H (HEIGHT OF FABRI_t) SHALL 8E AS SHOWN ON THE PLANS. FABRIC IS AVAUABLE
IN THE FOLLOWING HEIGHTS: 36 IN., 42 NN., 48 IN.. 60 114., 72 W., 84 IN., 96 DL,
108 IN., 120 IN., AND 144 IN.
3. CHAIN 1.11K FENCE SHALL CONFORM TO AASHTO N 181.
4. CHAIN LINK FABRIC SHALL BE 2 IN. MESH NO. 9 GAGE GALVANIZED
OR ALUMINUM COATED WIRE SECUR Y FASTENED TO TENSION TARE, LINE POSTS,
RAILS, AND 115 CUPS SHALL BE NO. 11 GAGE S GAGE (W&M GALV STEEL WIRES FASTEAtEi
OR N0. 7 GAGE (BaS) ALA/MUM ARE, AND HOG RINGS SHALL BE NO. 9 GAGE,
NFU
ALL IN 03RMANCE WITH ASTM F 826.
5. STEEL POSTS, RAILS AND GATE FRAMES SFW,I. CONFORM TO MSNTO M 181 TYPE 1,
GRADE 1 OR GRADE 2,
6. AT THE CONTRACTOR'S OPTION, PIPR USED _FOR FENCE C L STRUCTION SNALI.
OONFOR7A TO THE DIMENSIONS ANT Vffla IS FOR EITHER ORDINARY PIP( OR
ALTERNATIVE PIPE" AS SHOWN ON SHEET 2. 'ALTERNATIVE PIPE' SHALL BE HIGH
STRENGTH STEEL PIPE CONFOIHJING(TO FEDERAL SPECIFICATION RR-F- 191/30.
7. TENSION WIRE SHALL BE CONTINUOUS BETWEEN END OR CORNER POST AND UNE
BRACE POST. A TURNBUCKLE OR OTHER APPROVED TIGHTENING DEVICE SHALL BE
USED FOR EACH CONTINUOUS SPAN'OF TENSION WIRE.
8. TENSION WIRE SHALL CONFORM TO AASHTO II 181.
9, CONCRETE FOOTINGS SHALL HAVE TOPS CROWNED AT GROUND LEVEL AN0 SHALL
BE CLASS 8. CONCRETE WITH EIGHT AGGREGATE CONFORMING TO
MSHIO M 195, MAY BE SU
10. TERMINATION OF FENCE AT BROWS OR OTHER STRUCTURES SWILL BE AS SHOWN
ON THE PUNS.
II. CHAIN LINK FABRIC UP TO 5 FT. HIGH SHALL BE KNUCKLED AT THE TOP AND
BOTTOM SELVAGES. FABRIC OVER 5 . HIGH SHALL BE TWISTED AND BARBED
ON THE TOP SEWAGE AND KNUCKL 0 ON THE BOTTOM SELVAGE.
12. FENCE MAY BE CONSTRUCTED WITH ITHER 9011167 PIPE OR ROLL - FORMED STEEL
THE TYPE COMPONENTS. CONTRACTOR
F CONSTRU AND TYPE OF LINE POST TO THROUGHOUT
THE PROJECT„ d
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE- ESTABLISHING DISTURBED
OR DESTROYED SURVEY MONUMENTS TO THE APPROPRIATE ACCURACY
Di ACCORDANCE WITH SUBSECTION 5.08 OF THE STANDARD SPECIFICATIONS.
HINGE
FD
LOCX
BAR
GUIDE
LO
12"
Ir m-RoD Ilia—
I GtE II P ; STRETCHER
12'
it miiii..3 II
I rf BAR
Iii ABRIC 1
mow 11010 11111111 c
GLADE
GATE FRAME
DROP ROD
V'DIAx6"
TENSI
BA ND
GATEF
TYPICAL DROP ROD ASSEMBLY
Computer File Information
Creation bote: 07/04/
Lost Modification Dote: 07/04/06 Initials: LTA
Full Path: www. clot.stote.co.us/DesignSupport/
nitl 3JR
Drawing File Name: 60702010.5 dwg
CAD Ver: MIaoStaUon Y8 Scatc. Not to Scde Units: E
CED
COD
COD
Sheet Revisions
Da
Comments
Colorado Department of Transportation
4201 East Arkansas Avenue
Denver, Colorado 80222
Phone: [phone]
► alim Fax: [phone]
Project Development Branch SRJ,&TA
CHAIN LINK FENCE
Issued By. Project Development Branch on July 04, 2)06
STANDARD PLAN NO.
M -607 -2
Sheet No. 1 of 3
CLC ASSOCIATES
ARCNITECTARE
ENGINEERING PLANNING
LANDSCAPE ARCHITECTURE
LAND PURVEYINS
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PROJECT #:11.0054
DRAWN BY: JJA
DESIGNED BY:
CHECKED BY: DUN
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