ASHE_16-1010_C-5.pdf

LINE POST

"A" CABLES

SEE LI-BOLT DETAILS

100 CABLE ANCHOR POST

WELDED BRACE

RAILS

100 PULL POST

100 CABLE

ANCHOR POST ·

9.5

TRUSS

ROD

BARRIER

(TYPICAL)

LINE POST

"B" CABLES

o;

200 200 200

ROUND CONCRETE

TOP

- - - NPS 8 STD WEIGHT

STEEL PIPE FILLED

WITH CONCRETE

BITUMINOUS JOINT

FILLER (CONG.

PAVEMENT ONLY)

LI-BOLT----

18.75 WIRE ROPE _

CHAIN LINK

FABRIC

I

/ff

' 1---

ROUND POSTS: POST 0.D. + 22.2

H-POSTS: 75

1~ r- 18.75 ;j u I 'P ·=z. ---~1 ~

95 11 - 14.2 HOLE (TYP.)

STEEL' f---

,::':_ .. r- ~····. ·.n. .. ,,. ,;~~:::::.:::',:,, INSTALLED WHERE CABLES OVERLAP AT PULL

PERPENDICULAR POSTS)

12.5 HOT ROLLED STEEL

CONCRETE

DEADMAN"B"

WELDED BRACE

RAILS FINISHED GRADE

OR PAVEMENT

TO STRANDS OF

WIRE ROPE

DEADMAN <j'. ELEVATION

CONCRETE

DEADMAN - .,

---,· ----- I

(PARALLEL TO OFFSET)

<j'. DEADMAN

SECURE SIDE

OFFSET DEADMAN MINIMUM

DISTANCE REQUIRED TO AVOID

-- --! ,- INTERFERENCE WITH POST.

1 i-.: ---- r, I __ (SEE NOTE 3) (TYPICAL)

--- 7 WELDED BRACE

RAILS

t

CONCRETE

DEADMAN "A"

(PARALLEL TO OFFSET)

CONCRETE

DEADMAN --, _____ ---

G'. DEADMAN

"' N

~ ----- -606DIA.

3 1 PIPE GUARD DETAIL

NO SCALE

NOTE:

STEEL PIPE FOR PIPE GUARDS SHALL

CONFORM TO ASTM A53, TYPE E ORS,

GRADE B GALVANIZED, MINIMUM WALL

THICKNESS 0.322 INCHES .

CONCRETE

FOUNDATION

TO DEADMAN

WIRE ROPE

c--,,----~· -I

I() N

2 U-BOLT AT LINE POST DETAILS

NO SCALE

12.5 LI-BOLT

- - - 100 ANCHOR POST

I ~

::::==:::j:JTI ~

---------1-Jn j

I()

I ___l_

12.5 LI-BOLT

100 ANCHOR POST

LINE POST ____ _ PULL POST

.I

I --------- LINE POST (SEE

FENCE DETAILS

FOR SPACING

BETWEEN FENCE

POSTS)

LOCK WASHER &

HEX NUT (TYP)

LOCK WASHER &

HEX NUT (TYP) ~:iAiL~N~5R •J'"; -- 3_03oL7:f:'J

SPACING BETWEEN ---- ----...,

CABLE ANCHOR

POST CABLE ANCHOR

POST TODEADMAN -

NOTES:

•• TO GROUND LEVEL

FENCE POSTS) ct_ DEADMAN 1. WHERE "A" AND "B" CABLES OVERLAP, 1 U-BOLT AT OVERLAPPING CABLES DETAIL

NOTES:

1. FENCE FABRIC NOT SHOWN FOR CLARITY.

2 BRACE PANEL W/ DEADMEN DETAIL

2. CABLE "A" & "B" DESIGNATIONS ARE FOR

CLARIFICATION OF ROUTING OF CABLES. : l. :

NOTE:

100x100x6.25 ANCHOR

PLATE

AS REQUIRED

31.25 DIA. ROD

NO SCALE

RIGHT HAND THREAD TO

MATCH TURNBUCKLE

HOT DIP GALVANIZE ANCHOR ASSEMBLY AFTER

FABRICATION.

DEADMAN ANCHOR BOLT DETAIL

NO SCALE

LINE POST

"A" CABLES

125 CABLE ANCHOR POST

U-BOL T (SEE U-BOL T

DETAILS THIS SHEET)

"B" CABLES WITH THIMBLED

END (SEE WIRE ROPE CLAMP

DETAIL THIS SHEET)

31.25 LEFT-HAND

THREAD GALVANIZED

TURNBUCKLE EYE (FOR

TURNBUCKLE WITH 300

TAKE-UP) ------

31.25 TURNBUCKLE

BODY WITH 12"TAKE

UP, GALVANIZED

TAIL OF CLAMP

ASSEMBLY SHALL BE

ADJACENT TO POST--

I

3. DEADMAN OFFSET MAY BE ELIMINATED

WHEN FENCE FABRIC IS NOT TO BE INSTALLED

ON CABLE BARRIER POSTS. SEE GENERAL

NOTE 9, THIS SHEET. 200 DIA PIPE

GUARD, TYP

CLAMP PLACEMENT PER

.· MANUFACTURER'S

RECOMMENDATIONS

EXTRA HEAVY DUTY

WIRE ROPE THIMBLE

910x910x606

CONCRETE DEADMAN,

TYPICAL (SEE BRACE

PANEL DETAIL THIS

SHT)

<Co l\

ANGLEOF - -

INTERSECTION

·.I .--. I l

( I· , DEADMAN

G'. <

4 - WIRE ROPE CABLE

OFFSET DEADMAN

MINIMUM DISTANCE

REQUIRED TO AVOID

INTERFERENCE WITH

PULL POST, TYP.

(SEE BRACE PANEL

NOTE 3 THIS

CLAMPS, PEEN THREADS (TYP)

WIRE ROPE CLAMP DETAIL

SHEET.)

I I I

I I

NO SCALE

31.25 DIA. SCH. 40

PIPE BRACE, WELDED

-- 100 PULL POST

.-~ BARRIER (TYP)

-- LI-BOLT. (SEE LI-BOLT AT LINE

POST DETAILS THIS SHEET,

1~ SIMILAR.)

31.25 DIA. SCH. 40

PIPE BRACE, WELDED

BRACE RAIL

AND TRUSS

ROD, TYP

100CORNER

POST

910x910x606

CONCRETE DEADMAN (SEE

BRACE PANEL DETAIL,

SIMILAR)

OFFSET DEADMAN

MINIMUM DISTANCE

REQUIRED TO AVOID

INTERFERENCE WITH

BOLLARDS AND END

POST. (SEE BRACE

PANEL NOTE 3 THIS

SHEET.)

100 END POST

100 CABLE ANCHOR POST

SECURE SIDE

' -~ x

USE U-BOLT AT OVERLAPPING CABLES DETAIL.

2. WIRE ROPE CLAMP NOT SHOWN.

3. VERIFY ASSEMBLY BEFORE ORDERING/FABRICATING.

2 U-BOL TAT CABLE ANCHOR POST DETAIL

BOLLARD SPACING SCHEDULE

ANGLE OF

INTERSECTION A

90 DEGREES

OR LESS

B

606 1212 MAX

910 MIN

NO SCALE

JEADl·ilM·I Ii.Cr BE [i!KB_C:D II '!IL I !Ul;I S Al;ULILJ SIL 'v'v'l 111·! \ 11 · li"/"-1:

NO SCALE

3' CA3_E

JI-: __ ._.:~; IZ,\I c:\J U_,,\Ul·.//-.1\J _CJC/\ IUI\ .•\S !.)l_IP[l/[•.TS oc-: .. L=J Ill

I. SI LL S /IC

) - x-1/

GREATER THAN

90 DEGREES

910 12 2 MAX

----l

17~~'

WELDED BRACE

RAILS, TYP

PULL POST,

TYP

I "c",,,_

WELDED BRACE ~Ii .. LINE POST

RAIL, TYP

CABLE ANCHOR

POSTTYP

CORNER PLAN

<t_ DEADMAN

EQUAL

(910 MAX)

...... ------------ SECURE SIDE

~606

-300

CABLE ANCHOR

POST

WELDED BRACE

RAILS

END PANEL PLAN

BARRIERS (TYP)

~1"

1 T·R rc;cv1nF 1'.'" ·c :<cwn -,. I' if Hr<Al:C. llfllJ r:: r'c-s-:_

IYP

_'1FCI< : DEj

I\ Cl

=-:..=JRI'.~

\l:::TC: Tl [~"[ IS \JC1 r::CO~llr?C\/Cl'IT TC TEF ·:II !<\TE Ci.3_c •:J -IS /.RDJIC ·JTERIDR //RllEi'. Tl I: J:.'.Dl•#JI ''Y'][l.'S ;:11.; LD ::l=- f-'_.-"CU.: :.,) -L:_ Sf-''"' 1:..: f\ 1:.; L:l:..'.1.;11:_2 ~'J_L -C'::il

-------------D::,"-D\.1F.l\I 'o'~.

O TRI.IS' F":"JI: AScFH"I 1cs 11.'il.i.I Pfk l:P\ .• J-A. Uf'-f;°'.i f<l)JH":IU- U.t. :Jib.

TYP. PLAN OF TURNING POINT POST LAYOUT

NO SCALE

GENERAL NOTES:

1. CABLES SHALL BE CONTINOUS FROM DEADMAN TO DEADMAN. NO SPLICES IN CABLE SHALL BE ALLOWED. CABLE BARRIER SHALL BE INSTALLED BETWEEN FENCE POSTS AND FENCE FABRIC AS PER PLANS. LI-BOLTS ON LINE POSTS SHALL BE INSTALLED PERPENDICULAR TO THE STRANDS

OF THE WIRE ROPE AND SHALL BE TIGHTENED AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED.

BRACE PANELS WIDEADMEN SHALL BE SPACED AT 60.6 METER MAXIMUM INTERVALS AND AT CHANGES

IN ALIGNMENT EXCEEDING 45 DEGREES. DEADMAN SPACING IS BASED ON A SPECIFIC VEHICLE WITH A RESULTANT KINETIC ENERGY OF LESS THAN 542 KNm FOOT POUNDS. FOR LONGER DEADMAN RUNS AN ANALYSIS WILL HAVE TO BE MADE TO DETERMINE EFFECTIVENESS FOR ACCEPTABLE PENETRATION

LIMITS.

2. CABLE BARRIER SHALL BE U.S. DOMESTIC 19.05 (0.75") 6x19 CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED PLOW STEEL (EIPS), INDEPENDENT WIRE ROPE CORE, (IWRC), CLASS A

GALVANIZED, IN ACCORDANCE WITH ASTM A1023/A1023M

3. EYE TO EYE TURNBUCKLES SHALL BE 31.5 X 300, TYPE I, FORM 1 CLASS 4 ZINC COATED , IN ACCORDANCE WITH ASTM F1145.

4. WIRE ROPE CLAMPS SHALL BE TYPE I, CLASS 1, GALVANIZED, IN ACCORDANCE WITH FS FF-C-450.

l

100 CORNER OR

END POST l . WELDED

- . : BRACE

~ ..,/ 1. RAILS

---- LINE POSTS

480.D.

ASA MINIMUM

5. LI-BOLTS AND HEX NUTS SHALL BE 12.5, GALVANIZED, IN ACCORDANCE WITH ASTM A307 AND

ASTMA563.

910x910x606 o CONCRETE m DEADMAN, (BEYOND)

I

"' N

75 MIN. CONCRETE

COVER OVER ANCHORS 910

DEADMAN ANCHOR

BOLTS, SEE DETAIL

THIS SHEET

UNDISTURBED SOIL

DIMENSION PARALLEL TO OFFSET

NOTE:

DEADMAN DETAIL

NO SCALE

FENCE FABRIC NOT SHOWN

FOR CLARITY

- 0

200 DIA. PIPE __ 1_·~~:_-e;,--_::-c-__ ~1-.--------~~1· .. ~:~_-..• '":::,l:°\_

GUARD------- ----< 1 );'.~ '" ~ 0

DEADMAN--/

3 2

' ........ · .. 1//;·.·.·' ~ " / / _., ' /

3030 MAX

NOTE:

FENCE FABRIC NOT SHOWN FOR CLARITY.

POST

er_

END PANEL ELEVATION

(CORNER PANEL ELEVATION SIMILAR)

CORNER OR END PANEL WITH DEADMAN DETAIL

NO SCALE

6. THREADED RODS SHALL BE 31.5, GALVANIZED, IN ACCORDANCE WITH ASTM A307 OR A36.

7. WELDED BRACE RAILS SHALL BE INSTALLED AS PER THE PLANS ANDAWS D1.1 (STRUCTURAL

WELDING CODE - STEEL) AT CORNER. END, GATE, AND PULL POSTS. DAMAGE TO THE GALVANIZED SURFACE DUE TO WELDING SHALL BE REPAIRED WITH "REPAIR STICKS" OF ZINC-CADMIUM ALLOYS

OR ZINC-TIN LEAD ALLOYS AS PER AWS WZC.

8. FOR EXISTING FENCES, REPLACE THE LINE POSTS AT THE BEGINNING AND END OF EVERY

CABLE RUN WITH A 100 ANCHOR POST AND 100 PULL POST.

9. DEADMAN OFFSET IS PROVIDED TO ALLOW ACCESS TO TURNBUCKLES FOR FUTURE ADJUSTMENT AFTER FENCE FABRIC IS INSTALLED. IF FENCE FABRIC IS NOT TO BE INSTALLED ON THE BARRIER

POSTS, OFFSET MAY BE ELIMINATED AS APPROVED.

10. WHEN FENCE FABRIC IS NOT TO BE INSTALLED, PROVIDE POSTS AND FITIINGS IN CONFORMANCE

WITH DETAILS SHOWN ON THIS SHEET AND THE REQUIREMENTS FOR FENCE TYPE FE5.

11. ALL DIMENSIONS SHOWN IN MILLIMETERS UNLESS INDICATED OTHERWISE.

PROJECT NOTE:

1. FOR CABLE BARRIER APPLICATIONS, TOP OF POSTS CAN BE CUT TO WITHIN 150 OF CABLES, PIPE BREAKS, OR TRUSS RODS, AND CHAIN LINK FABRIC IS ELIMINATED.

2. FOR INSTALLING CABLE ON EXISTING FENCE, REPLACE POSTS TO MEET REQUIRMENTS

SHOWN AND ATIACH CABLE TO REMAINING EXISTING LINE POSTS.

SCALE: 1 :2000

LL..

LS

0::

w Cf) w :z w

LL..

0::

w 1-w 0::

w

CL

w

C>

CL

cb w ::c I w

CL

SIZE D

DESIGNER: Geom. BIASUTTO G.

DRAFTMAN:

SHEET 6 OF 6

C-5