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SEC. 8, T 23 N., R.5 E., W. M 0
z der.droin Pipe
I �ipio• U� 1
Pier
For
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A..m e
j III
II
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®st Ho% ID a o�
8-2 AP r NotE A
(
sta. e+06.5 Cl9iRt.)
Junctr'on Box
CSee Speciol Provisions
New 4"Sch. 40 PVC Condui t- in
WoterL ne Trench, Westerly on
S. Riverside Dr D1-o Sta. 13 #--4s oc
CSee Sheets /3 .-,� 19)
DRAWN
,- � *4#1 ( Back to Back of Pov t Seat)
136
110'- 0
( SPan 1)
Exis tin g Bridge
a'nd Sidewalk to be
Removed (Length = 128')
U Y
.: loo Year Flood Elev. 27.50
------------I /5
' L Normal IVater Ele% 22.30
E/e v. 20. SO L _ J -
P.T. 9-�-4/.08
i I
I I II II
It
it
t ii II
III I� II
it l
I I
I I
o- �f ❑ I
10 WELLS AVE. N.
I 11
N. 42014' 0 " E. I I
Lighting Fixture ���� II II
( ryp.) ! I I I I 10
.......:::...........
Pull Box CTypJ IVe//s Ave. N. 9+92.58 = _
r-tj II II '� N. Riverside Dr. 24+93.86
Golvoni ze d Rigid I► I i I ► I Te s t Hole
Steel Conduit and
Conductor (Typ.-)—I-I-I II �I I
I I II I L— /O' Conc . t3rldge Approach
Slab (See Note A)
Combinution DeFlection/
Edge of Normal
Vater E/ev 22.30
Ex/sting Ceder River
Trail System to Remain ----_
PLAN
Note A: Construct Bridge Approach Slob per Std. Plon A-2
except os modlTl ed in these plops . Use 10' leng l-h
in /i'eu of as, stondord length. See De%ii D
Sheet 33 For re1`nl=orc1'ng steel ena' b/oc%oul-
detoy /s . Q
0
� o
a� 0 m
0 C� O�
Jm 6m
Q � N 4)
to L N
(L�N111 NIA
W
+ 2 00/0 --- %o fill ( �
1501 /00 °
to B. V C. To E. V C.
/_ O" Gobion Mot (Approx.
11 \� 351L t. �t to 30'Rr: qt:) Match
DATUM J Existing Gobions on A/Orth side
of Rive r(see Jtd.Plon D-(bd)
M.S.L.D
r
KED ENGR.
ADM..
r
S.T. V u--
Streombed Elev. Approx. 19.50
1' O" Gobion Mat <Approx
45'Lt. (Z- to 4S'Rr (g)
Match Existing
ELEVATION
"E°iONISTATEI FED. AID PROJ. NO.
..n
g_85 10 WASH BRM-1157 (1)
JOB NUMBER
86 W 002
CONTRACT NO.
DATE REVISION BY APP' 3//.�
TOTAL
$MET$
Expansion Fitting
L-- 3-4 "Sch. 40 PVC Con duit in
Sidewalk For Future Uti li'ties
(Right -Side oFBridge only)
Ia Sta. 9+8Co.5 C30°Rt:
Junction .box CSee Special hrovisions�
Gol✓. Rigid Steel Condul't iv/
CU- THW Clr cui t Conductor-s €`
/ ' I -012- cU-THW Ground Conductor
(Connect to E ST. Function Box
I on d Timer)
n. 40 PVC Condut'r to
LLV Junction Box
8
0
C N
u
- I
L.L
I
I
I I Elev. 17.50
J� _j Elev. //.50 I,
(Sot. oFSeal) U
U
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oom
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HIGHWAY DIVISION
Feb. 28, 086
APPROVED
¢ Bridge
I and lVells Ave. Excepr- al 5upere(evotion
Trensi ti on
42,_ O"
3-0'l2- O" l2'-0" 3-,0, Co" O„
S eivo/k I Sh/d Lone Lone shl�r.5 elvolk
m'
� I ¢Pro File Grade
on d Pi vor Point
0.0 2 '/Ft.
00�-
Ll ICo"Dio. / �CD"Did.
Blockout(lyp.) 1Vaterpipe
6„
( ryp. )
/3' O"
Columns
/Co, - O"
0.02%la � I _0.017Ft.
O 00
0
TYPICAL CROSS SECTION
13'- o"
Shown at- Spon / and Normo/ To 4�L Bridge
- ' ` - . 1
it Bridge
(Pivot Point
SUPERELEVATION TRANSITION
[:URVF DATA
P. I. STAT/ON
COORDINATES
a
R
L
T
8K BRO. TAN.
IVELi.S AVE.
S+14. l3
N
/00/4 • /Oq
42'27'59"
3GO.00
atom. 83
139.eS"
N00013'Sw111
El 9993.1/4
GENERAL NOTES :
All material and i✓orlc shall be s*n occordonce with the requiremenrs of the 11/0s17i1?g1-0n
Store Deportment of rrOnspor-i'otion, "Srondard SpeciFicotions For Roc7d, gridge, and
Municipal Construction ", dared /c784.
This structure has been designed in accordance with the requirements Far load Factor
design, "AASHTO Stan dord Specifr*ccvtrons For Highwoy Bridges ", dated / 983.
Loading is HS 20.
Footing elevotions, p/*% locotions.' and other subsrruc lure detai/s are sub✓ecr- to
change dependl'ng upon Fouodation rnoterial encountered. ReinForcing s/`ee/ 1-or
the FootIngs and columns shell nor be cut urnti/ finc/ Footing e/evor'ions and Pl'le
locutions hove been o'el-er-ml'ned in the Field and substruc-cure detoar/s nmo011F1•ed
os regui re d.
P/les shot/ be drl*ven to a depth suFFicienr to develop o minirnurn /oad bearing
capoci ty of 80 tons.
Concrete secsls are designed For a evarer surfc7ce e/evo'tion of 23 Feet. AFter see/,T
ore placed, coFFerclorns shall not be c/e-wotered when water I's above elevation
23 Feet.
ConcreTe in sea/ sno// be C/®Ss o or vx rnlx . Concrete in Footings shall be C/ass B mix.
All co/urnns, piles, s ruo walls, and TrOFFiC oorriers she// be Closs Air rnl.�r.
The supers7,ru(zrure she// be Clcrss 4,k spec/c7/ rniA.
Unless otnerwise 5/7ai✓n on Tne plans, concrete corer- rneosared From tree Face of
concrete r-a the Face cDF®ny rein For-cen-7enr- bar :rho// de /ie 1i7c)`7es.
All plan chrrrensrons ore meosured harizonr'a//y or ✓e/-ii co//y unless
otneri✓*se noted'.
The bridge design includes proslisr'on For a Future /i2"aspho/P concrete overlay,
ro = O" lvl*de contl*levere d .si deivalks, and on increase in roudivoy wio'tn From
30=0" to .30'--O". /797
REINFORCED CONCRETE ,� t Hv,` J> ;°'�''` '` °� 0
c ' / y
BOX GIRDER
1,
.� 12754
BRIDGE
tate
SHEET
Am Washington Sr I
VrAfDepanuntof Transportation I.ACEMENT SHEET
24
Of
ENTRANCO ENGINEERS, INC. BRID(;E 35
BELLEVUE, WA EVERETT, WA SHEETS
_w
DOT FORM 221-011
Revised 9/82
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