HomeMy WebLinkAbout1787.23�J
W
Y
Vor ie s
4
v
b
o
ti
J
�, ^ ,1
`I
(ApprA/ox.)
0
4
J
6' 3
cApprox.)
I
N -,- 4C l J �
2 -v4 Cont- Q1
,, \ 0
"ChcnFerC7-yp)Al\ o
rroil See Note A - _-!- (9
Horiz. I Vert. — -
F`l9 j
Top /
So/ /
2 g Cont
Footirtg-
I
Ex/sl' Upper i✓al/
and lCz)"x/(o"Pile
/ E-X tens %n to Rem ain
End 04 �l
Dowel
2-O �
I I
\ I I
Eoch Pile
- -I �� -Epoxy or- Grout
-- Exist 16 'Dio.
Augercost' Pi'%
to Remain
MU
Approx. l ' 0 "E7xis t Romp
to Remain
-- Remove Exist Rarnp end
Middle Il/c7l/ exceptas shown.
Bock,Fil/ ivith Grovel Borrow
TYPICAL SECTION A
S tc7 . -3 5 to 71 c ®
Top of Middle
]Vail C-1 Barrier, 1
PonC l fl- Boitorn I
�F Sic,2WOlk,) --
Bride �'
.Superstructure
4
0
0 �
Troll
0
I
3
Borrier Ponel _
o n Wo
- --�
2 '4 cc,nt:
--%2"'mornFer
2 -*4 Cont i ,.: a, u,, 7yp
77
_ � -- --- -#4 @ l , O„
Eo c h may
- Bockflll material behind the
I •) h wall shall be grove/ bockFi//
For ivo// to the lirnit5- of the
excovr7t/on behind *he wol/
5 @ l O" to the bottom of the grovel
Each ►Vvy borrow.
� Middle �vll
JV
Top Soil -
TYPICAL SECTION D
/4"k 14,E
Pile Cvp
14"Dio, 3/8"ThiC:k
Pipe Pile A3(oSteel
Drive to min. Tip El(2v. 9.00
� � L
�� RcOin y' TYP e C �. TyP
Vories, 3-0 6 Co . 3 G t see Sheet 23 i
T T CApprox.) CApproxo f
3„CF ° alI
�Off2 yA -
' 4@ l'_O„ Rai 1iny Type C )
r — -
01j,
214 ,Lone �' Z
�� - 2 4 Cont
1-1
i
- 4 @ /' 0„
01 ---Remove Exist
Upper Woll ,f Sta.4+07 to End)
�' - t emave Exist. SackF'll tNith GroHel8or-row
L/) Ei
" Romp ono' Middle Woll
Trai/ Pier 2 -
Top
i
Ex/st Pile Extension i
and Au
gercost Pile I
p tv Remain in Iace. 25@
P I Va Premolded
Remove Concrete or- Bridge icintFiller
Fr®nt Face of Pe% and P,'er -
leove a// embedded
_ - - -- -- ---- -� I S to e / i n p /oc e
Brl dge
Sup ers tru c t ure
6"
I" Thick Pre,nolded
Joint -Filler around
Bridge
$ Troil 3,
CApprox.� 20
Extend Trgil to Face
OF Pier of Bridge PiersBrick Povers
9 within the limits
2p�t to 20'Rr
Brick See /Vote A - - Ploce on o
Povers �z"c;homF�,r Sondbed
C' T
s4 font-=�, S YP
/,0
i
WW/r1 Co"xco"W1.4X W1.4 I 1"Min,Clr —Grovel BOckfill
i I I (Typ-) For Woll (See
�ItSheep 28 �
t
Bock Fall m oteriQl co
S,z- If O" beftind woll sholl be Extend mire
Each tVoy - grave/ b ockFil/ For wo/l Mesh ai Pt er-
to the liml'ts of the 3 5 Cont.
El
excovotton b ehin d /ri
E' iva/l and to the bo7tam Beyond
Pier—
OF the romp.
TYPICAL _SECTION B
Sto 3f71 tc 4ttc75 20
Note A Surllcc; e Tc Receive a Sond Slosr Finis h
To /' O"Ground Line
p
4i8 Roiling. TyPc,
�CSee Sh��c-t 23
3j4"choroFer
Top of Borrier
Panel on 1Voll
MI5@ /O„
Of
m, a: o Top of Middle
Noll @ Borrier
O.
1 oa, a d .
l__ _
%t 4 r
I
Bottom OF
t Side ivolk
SC
in Itloll
Q �
v311
Each 1Voy
3e/'O"
Bridge Pier
TYPICAL SECTION
•o0 1 �,5g•o
•o
_l"x 7"Con/`
4r4l' Sheor Key
i
(See Sheet -,Fe) J
sto. 4+(,o7.5co tcl 5-F14.46 20
BockFill� tNi'thin The limits oFs)ructure
excovotion, for the /over iticll and sidervo/k
shol/ be occor-ding 7`o the srondord
Specl'Fi'cotioos .
3Co Cont. to bottom
of Piles . Plvice in
Front of '�S Horiz. Bar
-- 3 11L-/0 Cont to bottom
l 2ii of Piles
SECTION AT FILE CAP 2
5' OffLQnding �.-New Stairs .Ii
to be Added
2- 2" 4 Conk
C Top of Curb;
I
_ 11.9/
4
Eoch iVoy
I 1 �
Z� V- -34"HoIF Roc/nd to'�4 Dote/s
Drlp Groo ve - �' j &'Errtbe dm, inTc;
CIO
C:xiSl' Stair-- Grout a
+ tf or Epoxy - -
SECTION AT BARRIER ON WALL I SECTION AT STAIRS r3
R O " STATE FED. AID PROJ. NO. SHEET
10 WASH BRIM -1157 (1)
JOB NUMBER
86 W 002
CONTRACT NO.
DATE REVISION BY APP'D 3��5
rAL
ETS
New F171 mote -ctl sho// be
grove/ borrow.
HIGHWAY DIVISION
Feb. 28,1986
APPROVED
Exist Stoir-
t'o Remoi n
%2"Cons/. Joint
#5 Cw I'- O
v
i
i
Fron t Face of Mi ddle
1V v/l on Tcp of
:Bridge Footing
SECTION AT CORNER CONNECTION
�► Washington State
WrAlF Department of Transportation
�-"P44 NC;0 ENGINEERS, INC.
DLLLE VUE, WA EVERETT, WA s
Top OF
Bridge Footing
E7ev. 22.50
Front Foc &-, of
Midd/e tVoll of
Angled Section
7it P
CITY (--'f`F LN ON
F f S AVF. 9-RIDGE REPLACEMENT
SHEET
- 21
OF
-TtiAI4 _ tiAtAr" rvi ILA NATION bECTION 35
SHEETS
e-i
77;�- %
-
DOT FORM 221-011
Revised 9/82