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See Section D
Sheet 26 --
o �
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12 ore I a 0
e IK Per-
I�Sid5OF5 ed��rl I
„Join fid Ed9eP). Filler For rIVeen Slab
E�'dU fiLjred jo;s �e,�c I %2��jo, obd Pd�p on A-2>
5 emo Qfili of I� Brid9(See st
II ® I Typ.
FOF
o I ate panel
c U I g+3
�m I
�N
1'yPe B
PcJ
CURB HEIGHT TRANSITION
LOCATION
9" CURB TO Co" CURB
S.IV. Corner
IV. IV. Corner
8+56.ro4. (Li:)
8+50.88 (Lt.)
9+ G 1. 8 0 (L-r)
9+ 67. 5Co (Lt.
N.E. Corner
9 +G7. 3 / (_Rt)
9+ 73. 57 (Pt)
S.E. Corner
8+4-4.99(Rt) J8+38.73
(Rt)
Barrier
Panel �
Ror linr�
Rae �' Panels @ �'-o" _
Railing Type
_ TYPeB
II
.__ _
B orrjer an Sidelvalk Ca'-G"
Conc_ Jc,in1 n
ODI
I
II
pommy
o'
N�
II
I
I
I
I
PT. 9 f 4/. 08
I
I
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I
10
9J
I
¢Bridge and
Ro°dWay
� I
I
-----See Section at
Barrier on laoll
Sheet-
-
d 2O Rarlr.ng Type A panels C-_—G'-0„
il
ConcQarr►er afis i , s'dervarlk C -O
L)urnrny join
SIDEWALK, BARRIER, AND RAILING TYPE A LAYOUT
For Railing Type 8 and C Layout-, See Shee7` 23
Barrier Panel -.---Poured Rubber
Sidewalk I I Joint Filler
I I
m
� II
� II
Barrier II�
Panel and II
Ror'ling I
Type e I
-/"x 3/4"x 3„
Premoldecl _loin/ 45/8,(
i I Filler. Use Cement
Style Lubricant
to Ins to /I
Roiling Type R
S
Top of
Conc. Borri
Top of
Side►vo/k-
C ee Sheer 23 ) it Ped• Rail and
SECTION AT OPEN JOINT 5„ Bolusler
IN BARRIER PANEL ,4"ChomFer 4'e
,2 0.D Std. Pipe
O„ p ;
0 a p.
�
V , I -Rai ling Type A o _
rSee Detai/s ttw - ----
�•(�^ " Sheet-)
v/
v' li it 3/4"ChomFer f,
0 ,r4 /�9 #@ l/D"CTyp.) II CTYP')
/2 St(3. 845/ to 9+67 (Left) i
- } St -a. 5+39 to 91- 73-
4 l70 @ l'- O" 9
Anchor Bolt v P) i� p M
C Typ.)
4 "Dia. PVC a s: �} 0 I
Conduit__ Top
boF N = p
00 LQ
/ \ _Q CD'IC r n
CTyp.) 4 " Pe d. Rai l
I
'A
I�
fPosr- W6xk5CMadr'Fied)
/or Equivalent
LL-il
�'4"A-325 Bolt
I+
Doweled ro Min.
\N
„
5/8-Square
into Barrier
Ponel ( For
Bolus ter—��
Rot tiny Type A
End Post
TroFFic
Connection)
Roils -
l "Dia. Ho/e-1
TyP CFnd
CIaSS AX
O /4n
Conc.
Top slob � a I I-
C/ass 6 Steel �
Conc. �1
°a' 4 /lo� CS. Iv Corner)
N
J
(!�o C LeFt) �. ►. ,
� �:,��.r. ,� 4 /Cn6 (NI✓ Corner) .p
;P� g
l�l CRi ht)OF
• N _ O
I O „ 4 /67 CN•E Corner,
* 'G& CS. E. Corner)
indicetes number end length of bars I - — Class AX ��
to be determined b the Con for #4 / 4 e l'-O''(T �" Conc. u r _ _ _ a#� /G2 CS. IN e N.IW.
y yP)! �� @ /- O c Typ.i Corners)
From the plons ( 2'-o"min. sp/ice) or G /Co3 (N.E. e S.E.
Corners)
I
I I 3„ I 3„ @/- 0 C Typ.)
314',HalF Round
Drip Groove
SECTION THRU SIDEWALK AND CONCRETE BARRIER
3/4" HOIF Round
Drip Groove
SECTION THRU BARRIER PANEL
"No " STATE FED. AID PROJ. NO. NO. , SHE
DRAWN �.r. �Jlt_ 8-gs 10 WASH BRM -1157 (1)
CHECKED P-14.7- //- Ss JOB NUMBER
PROJ. ENGR. 86 W 002
DIST. ADM.. CONTRACT NO.
DATE REVISION BY APP'D 3 /jam
wwown rnou 971_n11
1 M
1,
h'"W
- Conc.
Qarri er
rA� O
(Typ, Railing Type A Panel) —
1 "Dia. Ho/e C Typ. 2
o a o a-- o o
In term. Pos r
Cyp.)
O � 9" 10 -- 5/BMSquare Bars @ Co'l= 41 6"
C Balusters
r__% 1 1 11 I V r--% L. 1 1-n 1 11 L. L.
(,4 Roil and
I Baluster
I „
O-,2
I
�2"C).D
l Std. Pipe
Q
j%8
--- %2x
SECTIONS THRU RAILING TYPE A
HIGHWAY DIVISION
Feb. 2811886
APPROVED
Ho/essper- End Post`
For Connection to
Conc. l3Qrrier)
I
�LJ L, 'J
4
B
lnterm. Post- - End Post`
W rDx /5 CModiFred) MC rox /6.3 CMOdiFt'ed)
PLAN
or Equi volent or Equivo/en1-
i
-rroFFi c Roils not, shown L
Conc. Barrier 6orrier Pone/
9 YA � Railing TYpeB..
Ror /r'n T e A _ 5 Min.
End Ponel Max.,, (See Detoils
I ' Sheet 23)
Top of
Barrier Panel
I
I
-J
3 a
/4 A325 Bolt
-� Doweled ro"Min.
into Sorrier
Pane l (2 per
End Post)
Anchor 8o/t J1
(2perE-ndPost---_-_-_-_
4 per In term. Post)
AT END PANEL_
ELEVATION
Angle vories depending on roi/ /oco7`i0n
lnterm.
Post:
-------- - ---__ ---I_4x3x 5/I6 4rr
- d StruCturol Tubing
I % Dia. Ho/e
L
Channel SECTION C SECTION E
Square AJ — 5/8 x 2 "Bu r/-on —
�14 -° Head So/t ail Hex Nut
and Cut Wosher each side
lnterm.
CTyp. For Structural Tubing
Connection 7`o Post,)
I1 /4�f
----------'/------- Cox 3x%4
r--- ---� ' � Structural Tubing -
I I j
L 3, 2 x 2'r2'x
11
l%� Dio. dole
4
O O [---j
L
Structurc7l Tubing l'D/a Hole M
O � .�� C Typ. 4Ho/es
�J a per lnterm. Post- For u
Connection to !—
W Co x /5 Conc. (3orrier) /
CModiFied)--
Typ Be-) th �TYP I) co„
Ends of Post / -
4
SECTION D SECTION F
111,:J_ �Z�
Aim Washington State
TrAf Department of Transportation
19 EWRANCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA +
BRIDGE
/71f 7 SHEET
CITY OF RENTON I I
WELLS AVE. BRIDGE REPLACEMENT SHEET
34
OF
BRIDGE 35
SHEETS
Revised 9/82