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See Section D r
Sheet 26
�&< C \ L
Q� (\PJ
i 0 .I \� °bove I a�.m
,Valk er-- I 0
Side of SLJPd i�/ I \\c
,n s e
1114 "Joiaid Ed T�p)fi Fille kF°r i betiveeo°°h Slab-,
End r_Tor�d J°�side`�a I %211Join and APPrion A-F-)
Sprn" fir, of I / E30 (See Std. P
pep -ry p
F� 0 II to P°nel
J I 8+3
n� I
Lm
N I \
19 Railing Type A Pones COro'-O"
d __-
o n------- , G ,/
con___Borrier _Joints n Sidewalk -
- p L! mroY
V gnd9e °nd
RoodWay
n9
�Type A Pones ca Co'-O„
2 O Ro 1 ------ ----
\ N rr�er and walk
Conk ----pints in S1de
__..
1Ljrnr
+
CSJ
7
nel
PT. 9f 4/. 08
,pe
e� B SIDEWALK, BARRIER, AND RAILING TYPE A LAYOUT
nd Rd For Roiling type (3 and C Loyout, See Shee7` 23
o
Borrier Panel--- - ---Poured Rubber
S'deivolk i doint Filler
CURB HEIGHT TRANSITION -l'/x 3i "xl'3" l �"
LOCATION
9" CURB To CD" CURB
S.I✓ Corner
8 +5Co.64 (Lt)
8 +5D. 88 (Lt..)
N. W Corner
9+ 6 /, g o (Lr)
q f G 7. SCD (L7 )
lv.E. Corner
9 +CD7 3l (Pt)
9+ 73. 57 CPt.
S.E. Corner
8+44 99 (Rt)
8+38 7.3 CRr)
Barrier
Pone/ f
Railing
Type B
I I
ODI I
N II�9
I
I
� I
i
I
I
I
i
I
I
I
10
I
I
I
----See Section at-
Borrier on l�o
Sheet 2/
m /
n�
o ! II
II
- Bottler
Panel and d
Roi ling I -
7-yp e a
Top of
Conc. Sorrier -
Top o F
Sidewalk --�
Ped. Roil and
Bo/usler
IN BARRIER PANEL4-4"ChomFer 45
2 O D Sti`d. Pipe
CTyp.) 4 „ \ Ped. Rai l
Q)
-- - - --
o I � � ' /� /Post W6x15" (Mod/Fied>
- - or E i o/ent
-� Q) I I 9 u C � v
lL
-Roi ling Type ,4 o -
l9 O rSee Detoi/s tfits
Sheets - -- -
11�/41/ �4"A 325 BcltIf `
C �! 3/4 ChomFer -�I Doweled %''Min. /g/S core
0 # I- T ) U t into Sorrier
4 Droq#@I-O CTyp.) Sta. 8+S1 ro 9f67 (Lefty 1 C yP D) Pone l (For Bolus Ter--__
@) / , I -- - - - L Roi ling Type A
4 l70 @ l-O Sto. 8+39 to 9f 73 <Rightj T QJ
• -� End Post TraFFIc
- �8/ "A .325 � Z � �,\� n\ Connection) Rails �
Anchor Bolt QJ
-�- • • . z yp) - -- - -
4 "Di a PVC Top of i � Q) , 7-yp (End
Conduit_ N !�
- --- - Slob-16-000
Pos+C:�iy)-
11 �--
j X �O X /2n CIbOSCS SIX 10214u
Top Slob
Closs B Steel
Conc. -- \ sr ! — ----
i - 4 �ll05; (S. Iv Corners
t O 1
--ve) � CLeFt) 4 (166(N I✓ Corner) O
CD(IrzI)CRi ht)
4
9/07,�N.ECorner>
Ind,cotes number and leo l-h of bars �
I @ I / O / --- - �8 � S. E. Corner) .
_ Closs AX 4
y I a9t �` , �, , � __ _ y �� lCo2) cS. I(-! e h/. Ili. .,
tc be determined by the Contractor I 4;�041C�/-o (Typ.) _ 2� Conc @ l- O Ciyp.) -� �_ Corners)
From the plans C 2'-O"Min. Sp/ice) I \�
(�t 314" HolF Round
Drip Groove
4
Premolded Joint
Filler. Use Cement
Style Lubricont
t-o lnstoll
Roiling Type R
(See Sheer 23 )
SECTION AT OPEN JOINT ICI;
SECTION THRU SIDEWALK AND CONCRETE BARRIER
DRAWN
Cht,'CKED Pf r ll- 8 S
PRUJ. ENGR.
DIST. ADM..
/f®�' DATE
DOT FORM 221-011
Revised 9/82
or lCo3 (N.E. E S.E.
_ Corners)
„ @ I-o CTYP)
��_ IF3 O�
i
<� 3/4" H(3IF Round
Drip Groove
conc.
Barrier
CTyp. Roill,ng Type A Panel
In term. Post
CTyp.)
q -- --- - - - - - - - - -
/O� 5/8S uoreBars@Co"= 4-� O-9� Roil�ngTypeA
C Balusters End Panel
Poral/el to Grode IJertico/
¢ Roil and
Baluster
_O-2�
O'- /%4
l Std. Pipe
SECTION IUN THRU BARRIER PANEL � B 1 SECTIONS THRU RAILING TYPE A
REGION I TOTAL
NO STATE FED. AID PROJ. NO. SNOT SHEETS
10 WASH BRM —1157 (1) ff�°o
JOB NUMBER
86 W 002"'
CONTRACT NO.
REVISION BY APP'D 3 //�
HIGHWAY DIVISION
Feb. 281 1986
APPROVED
Ex 4
`�N Channel
Squore
n.l
N
W
1
I
Top of
Barrier Pone/�
A
l "Dia. Hole C Typ. 2
Holes per End Post -
For Connection to
Conc. L3or'rier)
LInterrn. Post End PosT
W6xl5 CModiFied) MC roxi6.9 C/Nlod/F,,ed-)
on Equ� vo/ent on Equivalent
PLAN
71-oFFi c R01*/5 not shown L L
IConc. Borrier Romer Ponel
5'"Min. - Rol hn Type
L"Mox.l (See Detol'ls
Sheet 23)
I I l
I I it II
-_
I II II
I L-U
3 "A 32
/4 5 Bolt
-� Doweled CD"Min.
into Borrier
i — &J
1: Panel (2 per
�a A32- �' End PoS��
Anchor- BOIt
�(2per E-nd Post_
14. per Intzerm. Posr)
AT F'Nn PA KIP l
ELEVATION
* Angle varies depending on roil locoti'on
lnterm.
E Post
N. TRF
WA;v �-
0,
12/54
y4 37
---- ----- ——1-4x.�x 5//gyp ,4n
- J St
turol Tubing
Hole
1�
SECTIONrC SECTION E
—
Heod Bolt iN/ Hex Nut
and Cut ►✓osher each si de
Int"erm. CT r Str t r / T rF
yp fo u o ubing
Post: Connection to roost)
/4
�/---- � i- Cox 3 x%4
i I / Struc turpl Tubing
L 3�2x2 px
I%� Dio. Hole � 4
-- O O ---
rox3x'/� I -�—R G� x�ox/e
Structure/ Tubing miLl' Dio Hole M'
C Typ. 4 No/e s
O per Interm. Post- For
Connecrion to
b✓ Cox l5 _ \ Conc. t3orrier) I"
C Mo d1' Fi e d� "
Typ 8o th � FTyp h
Ends of Post' /4 --- -
SECTION D
�■o► Washington State
♦rAf Department of Transportation
eoENTRMCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA
SECTION
BRIDGE
SHEET
CITY OF RENTON
WELLS AVE. BRIDGE REPLACEMENT SHEET
34
OF
BRIDGE 35
CD -Q-I�Mj �;CANNED 4CT 2 72006
Ca - / k /
17.5%