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29/32 ° X 1 -1/8 ° SLOT
A ' 29/32 ' X 1 -1/8 ' SL(
B
C
I 15/16
12 GAGE METAi
SECTION �
7'
.1 , , —„-
6" X 2' BOTTOM PLATE AND 6" X 6" TRIANGULAR
SIDE PLATE WELDED TO SOIL PLATE TO INSURE
STEEL TUBE STABILITY IN LOOSE SOILS OR AS
DIRECTED BY ENGINEER
NOT TO SCALE
3/8 ° X 3° X 2 1/4 " END PLA 2" 4"
1' DIA STUD - m �I
3
2
REwSONS
DES€R PnaN
6' -3"
STANDARD POST 12" 16"
AND BLOCK BREAKAWAY END POST,
4" 4"
TRIM AS REQUIRED
rl
2" 4- 2" - _ - - NOTES:
c 1. ALL GUARDRAIL POST HARDWARE AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH
1 1/ " AP 1'- 9 -1/4" ASTM A123 OR ASTM A153, EXCEPT AS OTHERWISE NOTED. ALL NUTS SHALL COMPLY WITH
ANCHOR PLATE
SEE DETAIL AMERICAN HEX ANSI SPEaRCATION 818.22
PLAN 2 12' -6" GUARDRAIL LENGHTS SHALL BE USED. GUARDRAIL SHALL BE PRECURVED FOR CURVES
LESS THAN 150' RADII (RADIUS TO FACE OF RAIL).
3. GUARDRAIL POSTS SHALL BE PLUMBED AND SET VERTICALLY. POST SPACING SHALL BE
12' -6
r�
3"
N
3/8 " PLA 1 1/16 " DIA
END PLATE DETAIL
NOT TO SCALE
2 HEX NUTS FOR 1" I
STUD (SEE NOTE NO. 4)
L STANDARD SWAGED
3/4 ° DIA HOLE (EIGHT) CONNECTION FOR 3/4 " CABLE
(GUARD RAIL REMOVED)
B 6' -3" UNLESS OTHERWISE SHOWN.
A 4. OUTSIDE NUT SHALL BE TORQUED AGAINST INSIDE NUT A MINIMUM OF 100 FT -LBS.
5/8 "DIA BOLT AND
5/8 ° DIA BOLT RECTANGULAR WASHER Ir 2'
5/8 " X 18" BUTTON HEAD
BOLT WITH 7/32 " OVAL GRIP
AND RECESSED HEX NUT
j I - W -BEAM METAL GUARDRAIL
PAINTED FED STD 5956 120062
2 - 10d NAILS -
w _ 29/,,2 X 1 -1/8" SLOTS — BEARING PLATE — NO SPACER °z 3/4 " HOLE
(SEE BEARING PLATE DETAIL) =F
An - - N Q c) Of
2, _
FORM SOCKET IN CONCRETE TO I �° °I d =�
RECEIVE 6" X 8" POST, OR PLACE Ja c3n
CONCRETE AROUND 6" X 8" POST Z`" FINISH GRADE
WRAPPED WITH 1/2 °THICK I 6' X 8' X 6' -0' TREATED
I I I { o
STYROFOAM, OR EXPANDED i e° e M (Q ml a
POLYSTYRENE FOAM SHEETING TIMBER POST, 6' -3' OC
I I PANTED PARK SERVICE BROWN
TO FACILITATE BROKEN POST
J FED STD 5956 #10091
L•J REMOVAL (SEE NOTE N0. 3)
6 x 6 — 6/6 WELDED
WIRE FABRIC (�)
24" DIA CONCRETE FOOTING
P. P...4.A.. 0-2S/732
W ®BEAM GUARDRAIL WITH TERMINAL
NOT TO SCALE
2 HEX NUTS AND WASHER
FOR 1" STUD (SEE NOTE 4)
BEARING PLATE WIP
2" STD E ----%
_ 0
lui
3/4 " ANCHOR CABLE I SPACER
DETAIL p
SEE NOTE
NOTE:
1" DIA X 7" LONG STUD
THREADED ENTIRE LENGTH NOT TO SCALE
(GUARD RAIL REMOVED)
A oEo
DDR
2
FR -1-34
3/16 ° THICK
STEEL PLATE
1
6 x 6— 6/6 WELDED e r
WIRE FABRIC
HEX NUT FOR 247
�i /R ' R111 T
ON N
5 /8' MACHINE BO POST AND GUARDRAIL SECTION
AND CUT WAS -IE
FRONT FACE OF RAIL
5/8 " BOLT
'AL W —BEAM
RD RAIL
ANCHOR PLATE DETAIL
LONGITUDINAL VIEW
NOT TO SCALE
6' -6'
NOT TO SCALE
8'
SECURE FROM ROTATION
4' WITH 2 — 10d GALV. NAILS I
I
1 1/16 ' DIA HOLE
5/8 " THICK
STEEL PLATE
15 " 5 1/4 ° 3/4 ° DIA (6 X 19) GALVANIZED
3/8 ^ CABLE TO BE SWAGE CONNECTED
IIIsIIIIIIIIIIIIIIIfIII
d-
ANCHOR CABLE DETAIL
S"A"P- s7 -2d.�
4 3
LL 176
a
BEARING PLATE DETAIL
NOT TO SCALE AS-BUILT
IF SHEET IS LESS THAN 32" X 21° IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTL, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS III
RENTON WASHINGTON
3� wnAErxu no - ,. oAh nAh
D B -99 -0017 - E- 19 -1 -70 98DEC03 C -42
t :v. pym I . SEE, 50
SCANNED SEP 19 2002
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