~ notes ~ line post hot rolled hot rolled roll formed … · 1¼'' nps top rail &...

12-01-15

12-01-15

. .

.

.

CORNER OR INTERMEDIATE PULL POST

1

3

3

SEE END POST

FOR DIMENSIONS

2 LINE POST

2 LINE POST4END POST1 4

3'-

6'' F

OR 6'

FE

NC

E

~ NOTES ~

LEGEND / (ALTERNATES)

TUBULAR ROLL FORMED

1

APPROVED CAPS

BRACE BAND AND TENSION BAND

2

3

4

5

6

7

8

- OR -

NOT REQUIRED

NOT REQUIRED

NOT REQUIRED

BRACE AND TRUSS

CAP OR FITTED

OVER CLAMP

TRUSS TIGHTENER

TERMINAL POST &

CORNER POST

LINE POST

H - COLUMN

+

LINE POST

TOP & BRACE

RAIL

CLASS ''B'' CONCRETE (TYP)

3

5

CONNECTOR

HEAVY ''C'' ROLL FORMED

¼'' R

3'-

0'' F

OR 4'

FE

NC

E

2'-

6'' F

OR 4'

3'-

0'' F

OR 6'

1'-6''

2''

10'-0'' MAX.

1'-0''

2'-

6'' F

OR 4'

3'-

0'' F

OR 6'

2'-

0'' F

OR 4'

2'-

6'' F

OR 6'

10'-0'' MAX.

3½''

0.135''

''

2¼''0.125

0.121

1?''¾"

2¼''

1¼''

1?''0.080''

2½'' NPS END POST

2'' NPS LINE POST

?'' DIA.TRUSS ROD AND TIGHTNER

1¼'' NPS BRACE

3½'' X 3½'' END POST

2¼'' H-COL. LINE POST

2¼'' C-COL. LINE POST

?" DIA. TRUSS ROD AND TIGHTNER

1¼'' X 1?'' TOP RAIL & BRACE

1¼'' X 1?'' BRACE

ALL FENCE FITTINGS SHALL COMPLY WITH ASTM F626.

ALL POSTS SHALL BE SET IN CONCRETE TO THE DIMENSIONS INDICATED

ON THIS DRAWING.

4' HIGH FENCE SHALL HAVE 4' FABRIC HEIGHT. 6' HIGH FENCE SHALL HAVE

6' FABRIC HEIGHT.

POST CAPS AND SOCKET TYPE BRACE END CONNECTIONS SHALL BE GALVA-

NIZED PRESSED STEEL, CAST IRON OR OTHER TYPE AS APPROVED BY THE

FROM INSIDE POSTS AND RAILS.

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL

FENCE) SHALL GOVERN.

INDISCRIMINATE MIXING OF POSTS WILL NOT BE PERMITTED.

TENSION WIRE COMPLYING WITH ASTM A 824 SHALL BE SUBSTITUTED FOR THE

TOP RAIL WHEN THE FENCE IS TO BE INSTALLED IN THE PATH OF AN ERRANT

VEHICLE.

9.

HOT ROLLED HOT ROLLED

FLAT TENSION BAR

ROLL FORMED

RFC-001-08

6

5

87

5

7

1?

11.

12.

13.

14.

15.

BID ITEMS AND UNIT TO BID

LFCHAIN LINK FENCE

CUYDCONCRETE-CLASS B

10.

(SEE NOTE 9)1¼'' NPS TOP RAIL

ENGINEER. THEY SHALL BE DESIGNED IN A MANNER TO EXCLUDE MOISTURE

4' TO 6' HIGH

CHAIN LINK FENCE

STATE HIGHWAY ENGINEER DATE

DATEDIRECTOR DIVISION OF DESIGN

SUBMITTED

APPROVED

DEPARTMENT OF HIGHWAYS

KENTUCKY

STANDARD DRAWING NO.

¾"

3½''

12-01-15

12-01-15

. .

.

.

1

5

3

3

2 LINE POST

8

7

7


TUBULAR ROLL FORMED

1

BRACE BAND AND TENSION BAND

2

3

4

5

6

7

8 NOT REQUIRED

NOT REQUIRED

TERMINAL POST &

CORNER POST

LINE POST

H - COLUMN

CLASS ''B'' CONCRETE (TYP)

3

BARBED WIRE ARMS BARBED WIRE ARMS

BARBED WIRE BARBED WIRE

TOP & BRACE

RAIL

FOR DIMENSIONS

SEE END POST

X XXXXXXXXXXXXX

4X X X X X X X X X X X X X X X X

X

X

X

X

X

X

X

PULL POST

INTERMEDIATE

CORNER OR

~ NOTES ~

BRACE AND TRUSS

TRUSS TIGHTENER

OVER CLAMP

CAP OR FITTED

ROLL FORMED

DETAIL ''A''

X

X

X X

X

X

X

X

X X

X

XX

1 END POST

POST

END1

5 2 LINE POST

65

4

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

SEE DETAIL ''A''

CONNECTOR

ROLL FORMED HOT ROLLED ROLL FORMED

FLAT TENSION BAR

3'-

6''

1'-6''

3'-

0''

2''

3'-

6''

3'-

0''

1'-0''

1?"

1¼''

10'-0'' MAX.10'-0'' MAX.

3½''

3½''

2¼''

0.080''

0.135''

1?''

?'' DIA. TRUSS ROD AND TIGHTNER ?'' DIA. TRUSS ROD AND TIGHTNERBRACE

1¼'' x 1?''

ALL POSTS SHALL BE SET IN CONCRETE TO THE DIMENSIONS SHOWN ON THIS DRAWING.

A 1¼'' NPS OR A 1¼'' x 1?'' ROLL FORMED SECTION, BOTTOM RAIL SHALL BE REQUIRED AROUND

ALL UTILITY INSTALLATIONS AND AT OTHER LOCATIONS DESIGNATED BY THE ENGINEER.

8' HIGH FENCE SHALL HAVE 7' FABRIC HEIGHT. 9' HIGH FENCE SHALL HAVE 8' FABRIC HEIGHT.

10' HIGH FENCE SHALL HAVE 9' FABRIC HEIGHT. 11' HIGH FENCE SHALL HAVE 10' FABRIC HEIGHT.

12' HIGH FENCE SHALL HAVE 11' FABRIC HEIGHT.

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL FENCE) SHALL GOVERN.

2½'' NPS END POST

2'' NPS LINE POST

1¼'' NPS TOP RAIL & BRACE

3½'' X 3½'' END POST

2¼'' H-COL. LINE POST

1¼'' x 1?'' TOP RAIL & BRACE

EXCLUDE MOISTURE FROM INSIDE THE POSTS AND RAILS.

POST CAPS AND SOCKET TYPE BRACE END CONNECTIONS SHALL BE GALVANIZED PRESSED STEEL, CAST

IRON OR OTHER TYPE AS APPROVED BY THE ENGINEER. THEY SHALL BE DESIGNED IN A MANNER TO

RFC-002-05

9.

10.

11.

12.

13.

14.


LFCHAIN LINK FENCE


8' TO 12' HIGH

CHAIN LINK FENCE




SUBMITTED

APPROVED


KENTUCKY


12-01-15

12-01-15

. .

.

.

10''

LOCKING DEVICE CATCH

x x

x

xxxxxxx x x xxx x x x x x x xxxxx

10''


CENTER LOCKING DEVICE

xx

xxxxxxx x x x xx x x x x x xxxxx xxx

GATES SHALL HAVE HEAVY PRESSED STEEL CORNERS SECURELY

SO AS TO BE RIGID AND WATER TIGHT. ALL WELDED JOINTS SHALL

CAP

VARIABLE 1WIRE

BARBED

LOCKING DEVICE

CENTER

VEHICULAR GATE

VEHICULAR GATE

CONNECTED TO METAL POSTS

CONNECTED TO WOOD POSTS

WELDED

ALTERNATE METHODS OF SECURING

VERTICAL STAY WIRE TO THE

HORIZONTAL WIRE OF THE FABRIC.

BRACE

4'' WOOD

4'' WOOD BRACE

4''

BARBED WIRECAP

WIRE

BRACE

8'' WOOD GATE POST

(TYPICAL)

CLASS ''B'' CONCRETE

(TYPICAL)


BE CLEANED AND PAINTED WITH TWO (2) COATS OF ALUMINUM PAINT.

VARIABLE 1

WOVEN-WIRE FABRIC USED IN THE GATES SHALL EITHER BE

ALUMINUM-COATED STEEL NO. 1047-6-9 OR ZINC-COATED STEEL

RIVETED OR SHALL BE MACHINE NOTCHED AND ELECTRICALLY WELDED2

NO. 1047-6-9.

GATE POST

8'' WOOD

FABRIC TIE WIRES SHALL BE SPACED 1'-0'' ON CENTERS.

3½'' NPS GATE POST

4'-0''

4'-3''

1'-6''

2'-0''

3''

1½'' NPS GATE FRAME

1¼'' NPS

3'-0''

2'-6''

1'-6''

7'-0''

GATE POST

2½'' NPS

GATE FRAME

1½'' NPS

HORIZ BRACE

1¼'' NPS

2'-6''

3'-0''

2'-0''

1'-6''

4'-0''

3'-6''

1'-6''

3''

4'-3''

4'-0''1¼'' NPS

1½'' NPS GATE FRAME1''

1'-0''

8'-0'' GATE FRAME

1½'' NPS

HORIZ BRACE

1¼'' NPS

4'-0''

3'-6''

1'-6''

1'-6''

AND 12' TO 26' WIDTH FOR DOUBLE GATE.

6' TO 13' WIDTH FOR SINGLE GATE

4' TO 6' WIDTH

x xx x x x

x xx x x x

CAP

PEDESTRIAN GATE

PEDESTRIAN GATE

CONNECTED TO METAL POSTS

CONNECTED TO WOOD POSTS

VARIABLE 2

VARIABLE 2

CAP

WIRE

BRACE

(TYPICAL)

CONCRETE

CLASS ''B''

(TYPICAL)

CONCRETE

CLASS ''B''

4''

4'-0''

3''

7'-0''

3''

4'-0''

8'-0''

1'-0''

1''

GATES

WOVEN WIRE

RFG-001-07

~ NOTES ~


EACHSINGLE VEHICULAR WOVEN WIRE GATE

EACHDOUBLE VEHICULAR WOVEN WIRE GATE

EACHPEDESTRIAN WOVEN WIRE GATE


OR

OR

1

3.

5.

4.

6.

7.

THE CONTRACTOR IS NOT TO ORDER GATES UNTIL THEIR

ENGINEER.

NECESSITY AND LOCATION HAVE BEEN CERTIFIED BY THE

INDUSTRIAL FENCE) SHALL GOVERN.

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY



SUBMITTED

APPROVED


KENTUCKY


12-01-15

12-01-15

. .

.

.


TUBULAR ROLL FORMED

1

2

4

5

6

7

8

3

BARBED WIRE ARMS

BARBED WIRE9

10

APPROVED CAPS

X

X

X X X X X X X X X X

X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X

X

X

X

X X X X X X X X X X X XXXXXXXXXX X X X X X X X

X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X

ALL WELDED JOINTS SHALL BE CLEANED AND PAINTED WITH TWO ( 2 ) COATS OF ALUMINUM PAINT.

11

12

VARIABLE 11

6

77 7 7 7

6

55

8

3

CLASS ''B'' CONCRETE (TYP.)

10''


CENTER LOCKING DEVICE4

3

13

13

13

13

9410

3

54

X

X

X

X X X X X X

X X X X X X

X X X X X X

10 9

6

2

4

ALL POST SHALL BE SET IN CONCRETE TO THE DIMENSIONS AS INDICATED ON THIS DRAWING.

HINGE DETAIL

ROLL FORMED

OR SHALL BE MACHINE NOTCHED, AND ELECTRICALLY WELDED SO AS TO BE RIGID AND WATER TIGHT;


VEHICULAR AND PEDESTRIAN GATES SHALL HAVE HEAVY PRESSED STEEL CORNERS SECURELY RIVETED

FLAT TENSION BAR

2'-0''

1'-6''

1'-6''VEHICULAR GATE (4' AND 6' HIGH FENCE)

4' HIGH GATES SHALL HAVE 4' FABRIC HEIGHT. 6' HIGH GATES SHALL HAVE 6' FABRIC HEIGHT.



12' HIGH GATES SHALL HAVE 11' FABRIC HEIGHT.

(8' TO 12' HIGH FENCE)

DETAIL ''A''

(8' TO 12' HIGH FENCE)

DETAIL ''B''

END POST 2½'' NPS

END POST 2½'' NPS

GATE POST 3½' NPS

GATE FRAME 1½'' NPS

1¼'' NPS

BRACE BAND AND TENSION BAND NOT REQUIRED

NOT REQUIRED

BARBED WIRE ARMS

BARBED WIRE

NOT REQUIRED

NO ALTERNATE

NO ALTERNATE

NO ALTERNATE

6

VARIABLE 12

1

8

4

57

1'-6''

(4' AND 6' HIGH FENCE)

PEDESTRIAN GATE

3½'' X 3½''

3½'' X 3½''

CHAIN LINK GATE

4' TO 12' HIGH

RFG-005-06

~ NOTES ~

INDUSTRIAL FENCE) SHALL GOVERN.

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND ASTM F1043 (HEAVY

CERTIFIED BY THE ENGINEER.

THE CONTRACTOR IS NOT TO ORDER GATES UNTIL THEIR NECESSITY AND LOCATION HAVE BEEN


EACHSINGLE VEHICULAR CHAIN LINK GATE

EACHDOUBLE VEHICULAR CHAIN LINK GATE

EACHPEDESTRIAN CHAIN LINK GATE


OR

OR

4' TO 6' WIDTH. SEE ELSEWHERE IN PLANS FOR GATE HEIGHT.

6' TO 13' WIDTH FOR SINGLE GATE OR 12' TO 26' WIDTH FOR DOUBLE GATE. SEE ELSEWHERE IN PLANS FOR GATE HEIGHT.

13

14.

15.

3'-0'' FOR 4' FENCE OR 3'-6'' FOR 6' FENCE. 2'-6'' FOR 4' FENCE OR 3'-0'' FOR 6' FENCE.

16.

17.

18.

19.

20.

21.

AND EQUIPPED WITH A PADLOCKING DEVICE AND GROUND STOP.

BARBED WIRE IS REQUIRED ON 8' TO 12' HIGH GATES. SEE DETAILS A AND B FOR INSTALLATION.



SUBMITTED

APPROVED


KENTUCKY


12-01-15

12-01-15

. .

.

.

+

+

+

+

DETAIL ''A'' DETAIL ''B''

x x x x x x x

45

TURNBUCKLE

FILL

COMPACTED

END POST

xxxxxxx

VARIES

VARIES

VARIES

6'' TO 8'' FLOATER LOG

CONNECTORS

ABUTMENT

SEE DETAIL ''A''6'' 6'' 6'' 6''

TYPICAL WATER GATE


WATER GATES SHALL HAVE HEAVY PRESSED STEEL CORNERS SECURELY RIVETED OR SHALL BE MACHINE NOTCHED AND ELECTRICALLY

1¼'' NPS

PIPE

PIPE SLEEVE

1¼'' NPS

PIPE (TYP)

1¼'' NPS

FABRIC TIE WIRES SHALL BE SPACED 1'-0'' ON CENTERS. THE CONTRACTOR IS NOT TO ORDER GATES OF ANY TYPE UNTIL

THEIR NECESSITY AND LOCATION ARE CERTIFIED BY THE ENGINEER.

3''

2'-0''

12'-0'' 12'-0'' 12'-0''

CABLE

1'' STEEL

METAL

?'' STRAP

2¾''

(2 REQD.)

½'' x 1½'' BOLT

CABLE

1'' STEEL

CABLE

1'' STEEL

3'-0''

8'-0''

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL FENCE) SHALL GOVERN.

CABLE

1'' STEEL

x x x x x x x

WELDED SO AS TO BE RIGID AND WATER TIGHT. ALL WELDED JOINTS SHALL BE CLEANED AND PAINTED WITH TWO (2) COATS OF ALUMINUM PAINT.

3' MIN.

WOVEN-WIRE FABRIC USED ON WATER GATE TYPE 1 SHALL BE EITHER ALUMINUM-COATED STEEL NO. 1047-6-9 OR ZINC COATED STEEL NO. 1047-6-9.

1'' ANCHOR BOLT

RFG-010-05

SEE DETAIL ''B''

~ NOTES ~

1.

2.

3.

4.

5.

6.


EACHWATER GATE TYPE 1


CUYDCONCRETE-CLASS A

LBSTEEL REINFORCEMENT

''B'' CONC.

ANCHOR 1 CU. YD. CLASS

4'-0'' x 2'-3'' x 3'-0'' CONC.

THIS ILLUSTRATION DEPICTS WATER GATE TYPE 1 USING WOVEN WIRE FABRIC.

TYPE 1

WATER GATE

THE ENGINEER.

DIRECTED ON CONSTRUCTION BY

SWING AND BE RIPRAPPED IF SO

MANNER AS TO ALLOW GATES TO

CHANNEL TO BE CUT IN SUCH A

REINFORCED CONC. POST

2'-0'' x 2'-0'' CLASS ''A''



SUBMITTED

APPROVED


KENTUCKY


12-01-15

12-01-15

. .

.

.

TYPE 3

WATER GATE

TYPICAL WATER GATE INSTALLATION

1.

2. COMMERCIAL GRADE ALUMINUM

2a SHEETING - 0.090'' THICK, MILL FINISH.

2c BRACING - 1½" x 1½'' X ?'' SQUARE TUBING @ 0.826 LB./LIN. FT.

3 EYEBOLT ''A'' - GALVANIZED, WELDLESS, ½'' DIA., 6'' SHANK, 1'' EYE I.D., 3'' THREAD.

4 EYEBOLT ''B'' - GALVANIZED, WELDLESS, ½'' DIA., 2½'' SHANK, 1'' EYE I.D., 1'' THREAD.

5

6 HEX FULL NUTS AND JAM NUTS - ½'' DIA., 13 THREADS/IN., FINISHED, DOUBLE CHAMFERED.

7 STEEL WASHER - ?'' I.D., 2¾'' O.D.

EXPANSION ANCHORS - 6000 LBS. MINIMUM HOLDING POWER.8

WELD ANGLE AND BRACE CONNECTIONS FULLY ON ALL EXPOSED SIDES.

WELD SHEETING ON BOTH SIDES TO ANGLES AND BRACING AS SHOWN.

11.

9.

10.

LENGTH, 2‚'' THREAD, ½'' DIA.

SECTIONS PER OPENING WITH 3'' GAP BETWEEN SECTIONS (SEE DETAIL ''A''). NO SECTION

SHALL EXCEED 10' IN WIDTH.

12.

SHEET IS USED AND THE SEAMS DO NOT FIT THE MINIMUM REQUIRED BRACING DIAGRAM,

ADDITIONAL SYMMETRICALLY PLACED BRACING SHALL BE REQUIRED. NO SEAMS SHALL BE

VISIBLE FROM THE BRACING SIDE OF THE GATE.

7½'' 7½''

5½''

3''

3''

6''

½'' (TYP)FLOOR OF CULVERT

CEILING

CULVERTCULVERT

TOP OF

ANGLE

ALUMINUM

SHEETING

ALUMINUM

SPACED

EQUALLY

2a ALUMINUM SHEETING LINE

2a

2b ANGLES - 2'' x 2'' x ?'' @ 1.60 LBS./LIN. FT.

SPACED

EQUALLY

SPACED

EQUALLY

2b

5½''

BRACING

ALUMINUM2c

A

A

SECTION A-A

3 EYE BOLT ''A''

SHEETING

ALUMINUM2a

½'' (TYP)

3''

SECTION A-A

HANGER SYSTEM

EXISTING CONSTRUCTION

HANGER SYSTEM

NEW CONSTRUCTION

8 EXPANSION ANCHOR

DETAIL ''A''

1'-0''

3''

( 2 OR MORE SECTIONS )

IN SKEWED CULVERTS

WATER GATE LOCATION

IN CULVERTS AT 90

WATER GATE LOCATION

1-V

WIDE

4'-6'

WIDE

7'-8'

WIDE

9'-10' 11'-16' WIDE 17'-20' WIDE

2-V, 1-H 3-V, 1-H 2-V, 1-H 2-V, 1-H 3-V, 1-H 3-V, 1-H

MINIMUM HOR. AND VER. BRACING SYSTEMS FOR VARIOUS WIDTH CULVERT

OPENINGS.

ONE (1) ADDITIONAL HOR. BRACE REQUIRED FOR CULVERT OVER 10' IN HEIGHT.

FLOW

1'-6''

SHEETING SIDE OF GATE

FLOW

1'-6''

SHEETING SIDE OF GATE

FULL HEX NUT

HEX JAM NUTS

5 U-BOLT

CEILING

CULVERT

WASHER

STEEL7HEX NUTS

FULL

ANGLE

ALUMINUM2b

3''

FULL HEX NUT

HEX JAM NUTS

BRACING

ALUMINUM2c

5 U-BOLT

CEILING

CULVERT

SHEETING

ALUMINUM2a

½'' (TYP)

ANGLE

ALUMINUM2b

4 EYE BOLT ''B''

¼ 2-7BRACING

SHEET

ANGLE

SEAM WELDS

BRACING AND SHEET

SHEET SHEET

BRACING

2-7

BRACING

SHEET

BRACING

BRACING WELDS

BRACING AND

2-7?

BRACING

ALUMINUM2c

AND SHEET WELDS

BRACING, ANGLE

2-7

2-7

ANGLE

ANGLESHEET

WELDS

CORNER JOINT

SHEET LINE

USE OF ONE CONTINUOUS ALUMINUM SHEET IS DESIRABLE; HOWEVER IF MORE THAN ONE

U-BOLTS - CADMIUM PLATED STEEL, 3'' BETWEEN LEGS, 4½'' INSIDE LENGTH, 5'' OUTSIDE

~ NOTES ~

RFG-011-06

BID ITEM AND UNIT TO BID

EACHWATER GATE TYPE 3

THE CONTRACT UNIT PRICE SHALL INCLUDE LABOR, MATERIALS, INSTALLATION, AND

CULVERT OPENINGS GREATER THAN 10' IN WIDTH - USE MINIMUM OF TWO EQUAL WIDTH

PER CULVERT OPENING EQUALS ONE WATER GATE TYPE 3.

ALL NECESSARY INCIDENTALS TO COMPLETRE THE INSTALLATION. TWO OR MORE SECTIONS



SUBMITTED

APPROVED


KENTUCKY


?

¼

¼

?

? ??

? ?

¼

¼

12-01-15

12-01-15

. .

.

.

TYPICAL PULL POST INSTALLATIONS

X X X

X X X

XX

XX

¡

CROSSROAD

1

¡

x

x

x

x xx

x

xx

x

x

TYPE A CROSSING

x

xx

x

xx

x

x

x

x x

xx

xx

x

x

x

x

x

x

x

x

x

x

x

x

x xx

xx

x

x

x

x

x

x

x

x xx

xx

x

x

x

x

x

x

x

x

xx

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

BARBED WIRE

BARBED WIRE

9'' MAX.

TO FIT VARIOUS CHANNEL SECTIONS.

MAY BE VARIED FOR STEEPER BANKS

NORMAL FLOW; NONE.

1'' MAX.

6''

TO FAN WIRES

GRADE, IF NECESSARY,

TYPE B CROSSING

TO FAN WIRES

GRADE, IF NECESSARY,6'' MAX.

9'' MAX.

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

x x x x x x x x

x

x x

x x x x

x

x x x

x x x x x x

xx

xx

x

xx

x

xx

x

x

x

x

x

x

BARBED WIRE

x x x x x

xx

xx

xx

xx

x x

x x

x

NORMAL FLOW

DIRECTED BY THE ENGINEER.

EXTRA LENGTH POST AS

BARBED WIRE

x x x x x x

x x x x x x

POST

PULL

(TYP)

LINE POST

BRACEFENCING DETAIL

BARBED WIRE

6'' MAX.

x x x x x

x x xxx x

xxxxx

x x x x x x

x

x

6'' MAX.

BARBED WIRE

BARBED WIRE

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

POST

CORNER

ROADWAY

CONNECTION

ABUTMENT

XX

X X

X X

XX

TOP OF RIVER OR CREEK BANK

XX

XX

XX

XX

X

X

X

X

23

3

2

¡

¡ CROSSROAD

PULL POSTS SHALL BE USED AT SHARP BREAKS IN VERTICAL

V

V

V

V

VV

V

V

V

V

V

V

V

V

V V

V

V

V

VVV

V

V

V

V

V

V

V

V

V V

V

V

V

VVV

V

V

V

V

V

V

V

V

V V

V

V

V

VVV

V

V

V

V

V

V

V

V

V V

V

V

V

VVV

V

V

V

V

V

V

V

V

V V

V

V

V

VVV

V

V

V

V

V

V

V

V

V V

V

V

V

VVV

V

V V

V

VV

V

V

VV

VV

VV

VV

V

V

VV

VV

V

V

V

VV

VV

V

V

VV

VV

V

V

V

VV

VV

V

V

VV

VV

V

V

V

VV

VV

V

V

VV

VV

V

V

V

VV

VV

V

V

VV

VV

V

V

V

VV

VV

V

V

VV

VV

V

V

VV

V

V V

V

V

V

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MAX. 500'

ALIGNMENT AND APPROXIMATELY 500' ON CENTERS.

THE ENGINEER.

AS DIRECTED BY

4'-6'' MIN. EMBEDMENT

MAX. 500'

15'-0'' OR LESS

15'-0'' OR LESS

1'-9''THE ENGINEER.

AS DIRECTED BY

4'-6'' MIN. EMBEDMENT

8'-0'' MAX.

EMBEDMENT

4'-6'' MINIMUM

FENCING DETAILS

FENCE

FENCE

FENCE

FENCE

NORMAL WAY OF HANDLING FENCE WHEN THE HIGHWAY IS OVER THE

PROJECTED, ANGLE FENCE INTO ABUTMENT FROM TOE OF SLOPE AS SHOWN.

½'' EYEBOLT

¾'' DIA. STEEL

CONNECTING ROD

1

2

3

½''x2'' SELF-DRILL ANCHOR AND EYEBOLT ASSEMBLY.

RFW-001-06

BACKWALL FACE

ABUTMENT CONNECTION

ABUTMENT CONNECTION

MORE THAN 1'-6'' FROM FACE

ABUTMENT CONNECTION SHALL

TO BACKWALL

BE NO LESS THAN 6'' NOR4

~ NOTES ~

AS CATTLE CROSSING

FOR BOX CULVERT USED

TYPICAL FENCE INSTALLATION

CROSSROAD AS SHOWN.

BACKWALL PROJECTED, ANGLE FENCE PARALLEL TO THE CENTERLINE OF

WHEN HIGHWAY RIGHT-OF-WAY IS GREATER THAN 15'-0'' FROM THE FACE OF

CROSSROAD AND INTERSECT DETAIL 2 AS SHOWN.

CROSSROAD

HIGHWAY UNDER

CROSSROAD

HIGHWAY OVER

WHEN HIGHWAY RIGHT-OF-WAY IS 15'-0'' OR LESS FROM THE FACE OF BACKWALL

ALL MATERIAL FOR ABUTMENT CONNECTION SHALL BE GALVANIZED.

THE ENGINEER.

AS DIRECTED BY

EXTRA LENGTH POSTS



SUBMITTED

APPROVED


KENTUCKY


4

5.

12-01-15

12-01-15

. .

.

.

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

45

45 45

LINE POST

LINE POST

OR BETTER (TYP.)


CAPALL LINE POST AS SHOWN

CLIPS OR FABRIC TIES ON1

OF ROLL FORM POST AND CLIPS

ISOMETRIC EXPLODED VIEW

CLIPS SHALL BE SPRING STEEL ALUMINUM - FINISHED

ANCHOR PLATE

2 GROUND OR

1

2 NOT REQUIRED FOR ROLL FORM POST.

INSTALLED IN ROLL FORM POST

PLAN VIEW OF CLIP

CLIP

ROLL FORM POST

FABRIC

ROLL FORM POST

PLAN VIEW OF

?''

SEE DETAIL ''A''

DETAIL ''A''




WELDED

ROLL FORM POST AT 1.40 LBS. PER FOOT (SEE DETAIL)

0.080''

1?''

?"½"

1¼''

END POST 2½" NPS

BRACE 1¼'' NPS

10'-0'' 10'-0''

7'-

0''

3'-

11''

2'-

6''

3'-

0''

1'-6''

2'-0''

2'-6''

1'-6''

2''

2'-

6''

3'-

11''

7'-

0''

3''

3'-

0''

2'-

6''

1'-6''

10'-0''12'-0''

CORNER OR INTERMEDIATE PULL POST 2½" NPS

TYPE 1

WOVEN WIRE FENCE

WOVEN-WIRE FABRIC SHALL BE EITHER ALUMINUM-COATED

STEEL NO. 1047-6-9 OR ZINC-COATED STEEL NO. 1047-6-9.

STUDDED ''T'' POST CONFORMING TO ASTM A702 AT 1.33 LBS. PER FOOT

RFW-005-08

~ NOTES ~

NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL

FENCE) SHALL GOVERN.

3.

4.

5.

- OR -


LFFENCE-WOVEN WIRE TYPE 1





SUBMITTED

APPROVED


KENTUCKY


12-01-15

12-01-15

. .

.

.

x x x x x x x x x x

x x x x x xx x x x x xx x x

(TYPICAL)

4'' WOOD POST

LINE POST

xxxxxxx

BARBED WIRE

x x x x

(TYPICAL)

8'' WOOD POST

4'' WOOD BRACE

BRACE WIRE

BARBED WIRE

BRACE WIRE

SEE DETAIL ''A''SEE DETAIL ''A''

POST ASSEMBLY

PULL OR END

ASSEMBLY

CORNER POST

1.

2.

WIRE

BARBED

x

ON INTERMEDIATE PULL POST ASSEMBLIES, BRACE WIRES SHALL BE

REQUIRED FOR BOTH DIRECTIONS.

DETAIL ''B''

4''

BRACE

4'' WOOD

''B''

DETAIL

SEE

BARBED WIRE

x

(TYPICAL)

8'' WOOD POST

CONCRETE

CLASS ''B''

ERECTION OF FENCE

DIRECTION OF

BRACE

4'' WOOD

8'' WOOD POST

6'-0''

8'-0''

3''

2''

3'-11''

3'-6''

4'-0''

1'-6''

3''

3'-11''

2''

3'-6''

4'-0''

1'-6''

6'-0''

8'-0'' LONG

WOOD POST

12'-0'' 12'-0''

3''

7'-0''

3'-11''

2''

2'-6''

1''

1'-0''

WOVEN-WIRE FABRIC SHALL BE EITHER ALUMINUM-COATED STEEL NO. 1047-6-9

OR ZINC-COATED STEEL NO. 1047-6-9.

x x x x

BRACE WIRE

DETAIL ''A''




WELDED

BRACE WIRE

SEE DETAIL ''B''

CONCRETE

CLASS ''B''

6'-0''

FENCE TYPE 2

WOVEN WIRE

RFW-006-07

~ NOTES ~

BID ITEM AND UNIT TO BID

LFFENCE-WOVEN WIRE TYPE 2




SUBMITTED

APPROVED


KENTUCKY


~ notes ~ line post hot rolled hot rolled roll formed … · 1¼'' nps top rail &...

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