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3
REVISIONS
SYMBOL ZONE DESCRIPTION DATE BY
Cr
29/32 X 1-1/8 " SLOT
29/32 " X 1-1/8 SLC
15/16
12 GAGE METAI
9'
H(
r�
SEA 10N B
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
SOIL PLATE
NOT TO SCALE
3/8"X3"X21/4"END PLA
1" DIA STUD
'rkov p - 2' - 2,e7
2" 4"
11Lk
STANDARD PI
AND BLOCK
Is
12'-6"
2„
0 0 0 0
o 0 0 o
4-1/4
4-1/4 _ -C-4
3"
TEND PLATE DETAIL
C $ -z
r-11'q V I I V I\ 1 L rl I L
SEE DETAIL
PLAN -
,--- 5/8 DIA BOLT
29/121 "1 X 1-1 /8" SLOTS
I I
FORM SOCKET IN CONCRETE TO
RECEIVE 6" X 8" POST, OR PLACE
CONCRETE AROUND 6" X 8" POST
j WRAPPED WITH 1 /2 " THICK
STYROFOAM, OR EXPANDED
POLYSTYRENE FOAM SHEETING
j I TO FACILITATE BROKEN POST
REMOVAL (SEE NOTE NO. 3)
6 x 6 - 6/6 WELDED
WIRE FABRIC
24" DIA CONCRETE FOOTING
ELEVATION
NOT TO SCALE
0
NAY END POST,
REQUIRED
5/8 " DIA BOLT AND
RECTANGULAR WASHER
L
3"
(TYP)
3/16 THICK
2 HEX NUTS AND WASHER STEEL PLATE
FOR 1» STUD (SEE NOTE 4)
BEARING PLATE RIP 2" STD E —�
NOT TO SCALE ---- -- ---
2 HEX NUTS FOR 1"
STUD (SEE NOTE NO. 4)
STANDARD SWAGED
3/4 " DIA HOLE (EIGHT) CONNECTION FOR 3/4 " CABLE
FL "J10
4
(GUARD RAIL REMOVED)
3
3/4 " ANCHOR CABLE SPACER
DETAIL
ETAIL rA-N�
7�j
SEE NOTE
3
1 15 " 5 1/4 "
3/8
0
NOTE:
1" DIA X 7" LONG STUD
THREADED ENTIRE LENGTH
0
NOTES:
1. ALL GUARDRAIL POST HARDWARE AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH
ASTM A123 OR ASTM A153, EXCEPT AS OTHERWISE NOTED. ALL NUTS SHALL COMPLY WITH
AMERICAN HEX ANSI SPECIFICATION B18.22.
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
6'-3" UNLESS OTHERWISE SHOWN.
4. OUTSIDE NUT SHALL BE TORQUED AGAINST INSIDE NUT A MINIMUM OF 100 FT-LBS.
8» 2'
5/8 " X 18" BUTTON HEAD
BOLT WITH 7/32 " OVAL GRIP »
2 — 10d NAILS
BEARING PLATE — NO SPACER
(SEE BEARING PLATE DETAIL)
2Sl;F3 2
AND RECESSED HEX NUT 8
W—BEAM METAL GUARDRAIL
PAINTED FED STD 595B #2006204
I
I 00
l I
W N
0 0 3/4 " HOLE
O= H cV
Q
�U c
Q
OJ wl
:2UJ 2
o mp
z W FINISH GRADE
6" X 8" X 6'-0" TREATED
TIMBER POST, 6'-3" OC zi
PAINTED PARK SERVICE BROWN
FED STD 595B #10091 -
CONCRETE
81 8"
(jn
4
° o
d d G
6x6-6/6WELDED
WIRE FABRIC
4
d 4
HEX NUT FOR 4"
5/8 5/8 " BOLT
5/8 " MACHINE BOLT PST AN GUARDIAN SECTION
AND CUT WASHER ON
FRONT FACE OF RAIL
5/8 " BOLT
FAL W-BEAM
NRD RAIL
ANCHOR PLATE DETAIL
LONUTUDlWL VIA
6'-6"
NOT TO SCALE
1 1 /16 DIA H
5/8 " THICK
STEEL PLATE
3/4 " DIA (6 X 19) GALVANIZED
CABLE TO BE SWAGE CONNECTED
IIIIIIIIIIIIIIIIIIIIIII
CHI CABS_-E DETAIL
NOT TO SCALE
(GUARD RAIL REMOVED)
c OXUTER
A 1-
ID ESiGN 1e
III/ RAFTING
2
NOT TO SCALE
SECURE FROM ROTATION
WITH 2 - 10d GALV. NAILS
BEARIN 1' PLATE DET
NOT TO
SCALE
AS
e B
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
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS III
RENTON WASHINGTON
SIZE INVITATION NO. FILE NO DATE: PLATE
D B-99-0017 E-19-1-70 98DEC03 C-42
DSGN, PWN CHK. SHEET 50
1 ? SCANNED SEP 13 2002