HomeMy WebLinkAboutTED4001782.3842
2 43
rn kIn I K I I=1F1 n
�m
1" DIA. BOLT-
(ASTM A- 307)
TOP
ANCHOR
31/211 R /
ANCHOR
ANCHOR DETAIL
SCALE: 11/21I
,--TOP OF GIRDER
AB REINF.
N5TRUCTION JOINT
TH ROUGHENED SURFACE
#B OR S5tro # 5
#4 BTWN. GIRDERS
# 9 OR S52 9
SECTION - INTERMEPIATE DIAPHRAGM
SCALE- 1/21I = 1 011
11/Z" THREAD
FACE OF WEB
JUNCTION BOX
11/2" DIA. X .14511 STEEL POST FOR CHAIN
LINK FENCE (SIMILAR TO CHAIN LINK
FENCE TYPE 3 STD. PLAN G- 9
EXCEPT 8'-0" HIGH). FENCE TO EXTEND
25`--O" MIN. EITHER SIDE OF RAILROAD
TRACK �- COAT WELD WITH 2 COATS OF
ZINC RICH PAINT.
2" PIA. X .154" STEEL PI PE, 1' _6" LONG,
SEALED L0 BOTTOM (HOT- DIPPED
GALVANIZED AFTER FABRICATION)-
251-0"- TYPICAL APPROACH SLAB
CHAIN-L
SEE PF1
TYPE I RR EXTENDED METAL HANDRAIL
SEE SECTION
BARRIER I=^ o n c-t-A I I I / I
5 TOP TRAN5VERSE
DECK REINF. EARS.
CUT TO CLEAR JUNCTION
BOX AND ADD 1
* 5 % Cv'-O" ON EA, sz2
51 DE OF BOX.
THREAD 4" PROJ ECTION -\
211M ELECTRICAL
CONDUIT WITH
CAPPED END
4 - 1 V5"M ANCHOR
F�OLT5 ( A.S.T. M . o
A325) w/HEAVY
HEX NUT 4 LOCK
WASH E R. - 9"
(SEE
STD. PLAN J- 1b,
FOR LIGHT STANDARD
BRACKET PETAL5,
CAST BRACKETS, BOLTS
NUTS �O SUPE STIR CT ARE.)
WRAP 2" DIA. CONDUIT WITH
1/211 CLOSED CELL NEOPRENE
CDnlJ :r= ('GkAl=KIT -rn GAAA=
� 33
�41
q J UUNNCTI ON
EXTERIOR
GI RDER
PROVIDE WEATHERTIGHT JUNCTION BOX COVER
DESIGNED FOR H5 - 20 LOADING.
211 0 E LECTR I CAL CONDUIT
ro �� / / 1eII X 1211 X r,0'' JUNCT ION WX.
REOM NM
VATE
FEDERAL AID PROJWt NO.
SHEEt NO.
10
WASK
BRM-1288 (2)
1- 405-3C635
83 WOE
2" 0 ELECTRICAL
CAN DU IT
pq
0
5 5C ITTOM TRAN5VER5E I
: •c: DECK R.E I N F_ BARS. �`'
S24 4
ff
o•
1/2" 0 DRAIN S23 #4
LOCATED AT 4 (52�5 # 4 x 4'
LOWEST _J
CORNER INJ+
S2 4
THE 5OX. I
4-*4 0 EQUAL C S2Co #4
2,_0"
4 SPACES 10" - 3'- 411
S27 44
DETAIL AT LIGHT 5A5E LOCATIONS
-ram r-% /N= M I= I/ C I A Q
T(P i CAL CONDUIT DE.TA I L,, AT PIERS 1 12
NOTE:
FOR EXTENT OF CHAIN -LINK FENCE.
EXTENDED METAL HANDRAIL- SEE 5HT5. 26 27
3 DETAIL 26,27
3 43 SCALE: 1"=1'-O" G SECTION
3 NTS
BARRIER @ RAILROAD UNIDERCROSSINGS
RECORD DRAWIN
it e
SUPERIOR REPROGRAPHICS
ALPHA ENGINEERS INC.3
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS ` U
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
ADJUST LOCATION OF
LUMINAIRE IF CONDUIT
INTERFERES WITH TRAFFIC
BARRIER ANCHOR BOLT
I
LIGHT 5A5E JUNCTION BOX
9u 9„ 2 52 � 5 x Gi�II
SLOPE 3 @*4,A ro'-O"
I
CL ANCHOR BOLT
52Cc #4
_GII
NOTE51 527 4
2
43 SECTION
43
n
1. LONGITUDINAL DECK REINF, BARS ARE NOT SHOWN
FOR CLARITY. SPLAY THE INTERFERINC5 BAR5
AROUND THE JUNCTION BOX.
2. JUNCTION QOX 4 COVER, AND ANCHOR BOLTS SHALL BE
HOT DIP GALVAN IZED AFTER FABRICATION IN ACCORDANCE
WITH A.5.T.M. A123 AND A•5-T.M. A153 RESPECTIVELY.
3. JUNCTION 5OXE5, CONDUIT EXPANSION FITTINGS ARE
INCIDENTAL TO "ELECTRICAL CONDUIT."
43
3
1' 4" 1 z
2
E 43
43
I
Ag" DIA. „
L1'-61/411 PLAN OF OUTLET CASTING
CON DU IT 111/2" PIA. 1/ u
PLAN OF FRAME GRATE 2
Ill-.aIL61/4NI 1" -
1
�_ II -
J IT 11 j21 Vim°-
R- 19" R=1011211
_�1 6C°/
51i 51i
INI'
SE"
- �c 2" � ELECT.
CAN DU IT
C� ANCHOR. BOLT
4-11/S11 � ANCHOR
f3QLT5
2 S24#4x41-�'►
AST= I N PLACE
CONCRETE
TRAFFIC
BARRIER -
SOUTH SIDE
.2
- - - - I M ETHOD OF SETTI NG 3 PI ECE IN LET
,� �\ ��� FOR LOCATION � FURTHER CAST METAL
10 PIA. 1/211 DETAILS, SE SHT. 25 29 IIyLI- j
C 43 SECT I O N
43 1u 1'_41I
11_zu
IALV, STEEL 11_13/4"
N - WELD ENDS
RATE 4 FRAME
SEE DETAIL 1 43
(LOCATION OF U
�C �, .cam
�� ;O'er PIPE- NORTH
SIDE ONLY)
E 43 SECTION N\Iv
1''
ti
11�6' 1 �611
15/I6iI 11, 1" IEPIER CAP
'e _. �.__ DOINN5Ft7UT
1/8R 4�O11
All- �c>,I MIN. _ COLUMN
cat 4i DII
+D
43 SECTION Sao
D /e 1 a" I a
�- � ° t II / R MIN.
PAD I:i1
43 »1m-Eo U5F BICyC4F - p*' _
SAFE GRIATE pA7TEkw FOOTING 1
RS COMPANY
Consulting Engineers and Analysts 1
Seattle, Washington NO.
1
43 DETAI L
HAND -PLACED RIPRAP
4
NOTES:
1. DEFLECTION OF 6" PIPE BETWEEN
BEND5 SECTION SHOWING
A5 NECESSARY TO FIT, NOT GREATER THAN 5° OUTLET!PIPE
2. DoWN5PIOUT CON5TRUGTED WITHIN
CONCRETE SHALL BE FULLY ENCASED
i�� A SPONGE RUBBER COMPOUND 1/2" THiICK (�ASSTM D1752)TYPE 1 )48
?5, DOWNSPOUT DETAIL@ STA. 21 35 STA. 26 75
3
43 NT5
LANNj
G' o `z o? y
oP
C I T Y O E Nr T O N
0
DEPARTMENT OF PUBLIC WORKS
r
S.W. GRADY WAY BRIDGE
�� °.� •�
REPLACEMENT
DIAPHRAGM a MISCELLANEOUS DETAILS
DESIGNED P.K.H.
DATE APRIL,1982
FILE NO.
DRAWN
^ NOTED
SCALE i�i✓ NOTED
FIELD BOOK— PAGE_
D L
REMISED PER I6%(i9D 09v4d. 6T•� 3 - 12. 8% CHECKED
REVISION BY APPR. DATE APPROVED SHEET 43 OF �
DIRECTOR OF PUBLIC WORKS
SCANN'ZD MAR 2 8 2003