HomeMy WebLinkAboutTED4001507.21M.S.L.D
Pier I
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S EC� 8,, T 23 N, R, 5 E*,% W, M*
derdroin Pipe
Dic
pier
For
c
Existing Bridge
and Sidervo/k to be
Removed (Length = 128)
k
PT 94-4/.08
Edge of Normol
IVoter Elev.. 22.30
Existing Cedar River
Trail System to Remo/
PLAN
Note A Construct Bridge Approach Slob
per Std. Plan A-2
except as modr'Fl*ed in these plans . Use io'length
in It, eu of 25'srondord length.
see Del ,/ D
Sheet 33 For rel*nforcr'ng sree/
ono' b/ockour
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om
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r W
Q)
W
+ 2.0%
_z 3/o
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cn 0
to 8.VC.
I to E.V.C.
Measured
olodq ¢ Bridge
/b„
Pi4r 3
F
q
pp
F ;
�,k
.
-
..........
40 WELLS AVE. N.
wells Ave. N. 9+(72.58 =
N. Riverside Dr 24+93.8rD
Test Ho/e
I 8-t
I /OConc. Brr'dge Approach
Slob (See Note A)
I
Combrnorion Deflection/
ExpclrrSOn Fitting
u
3-4 "Sch. 40 PVC Con duit in
Sidewalk For Future Uti // t7eS
C Right Side oFl3ridge only)
Ste. 9+8(5.5 (30'Rt )
P
Junction Box CSee Special Provisions.)
I
' Y 'Goly Rigid Steel conduit /v/
2 l2- CU-THW Crrcui t Conductors
-012- CU-THW Grpund Conductor -
(Connect to ExiST. Junction Box
on d 7'i mete)
l-4'5ch. 40 PVC Condu/'t to
ExlSl Junction Box
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I
/oo year Flood Elev. 27.50
— _ -
- -- - -
/
I i
'
-I
Normol looter Elev. 22.30
F-
E/ev. 20.50 L�_�J
-- _ - - - - --
Ar
- - -- - -
-Streombed E/ev. Approx. 19.50
----------- -----I--'�
ICI
�1
Elev. /7.50
r^ iJ L------ -� —
l� 11
— l' O' Gobi on Not (Approx.
I O" Gabion Mat (Approx.
r -� I
ll 11
35'L t. (g to 30'Rr � ) March
45'Lr � t-o 45'Rt ct)
I _ __
rl7(- TI II
Existing Gobions on North Side
Match Existing
;�--j Eleu. /1.50
��`-if"--J
over-(See Std. Plon D-b)
f RiCo
7H-
rear oFsea/�
ELEVATION
�; �; ,, u
U
DRAWN 67 Vu- 8-85
CHECKED/
PROD. ENGR.
DIST. ADM..
DOT FORM 221-011
Revised 9/82
REGION N STATE FED. AID PROJ. NO.
.
10 WASH ERN, -1157 t 1)
JOB NUMBER
86 W 002
CONTRACT NO.
DATEI REVISION BY APP'D 3115
TOTAL
SHEETS
L
HIGHWAY DIVISION
Feb. 28, f98b
APPROVED
3 - 0�
Side ivolk S hid !.
9
1
M
I
i
Bridge
and Vells Ave.
42 O„
Lane Lone
I
0.02 '/Ft
Pro File Grade
and Pivo7 Point
0.0 2 %Ft
.w Except"at Superel`votion
Tronsi tlon
3' 0't �O' O„
►hldl Side►volk
Ol%Ft.
.0
[ - ]1 01
l'6"Dia 6"DiO.
B/ockout(7yp.) Ivaterpipe
2
4' G
/3' O"
Columns-
/ CD' - O„
TYPICAL CROSS SECTION
Shown at Span l and Normol ro ¢' Bridge
Bridge
(Pivot PoInt-)
SUPERELEVATION TRANSITION
CURVE DATA
P. 1. STATION
COORD/NA TES
a
R
L
T
QK. BRG. TAN.
IVELLS AVE.
8-t-14 /3
N
l00/4. l09
42'327'S9"
3ro0.00
2roG. 83'
139.88'
N.00013'SC�IU
E 9993. ll4
�
GENERAL NOTES:
All morerr'ol and shall be rn occordonce 1v1th the requrren-7enrs of the IVoshingroo
Store Deportment- of Tronsporr•otl'on, "Standard SpeciFicor/ons for Rood, Bridge, and
MunIclpal Construction dated 1984.
This structure hos -been designed in occordonce /v/'t-h the requ/.remenrs Far- food Factor
design, "AASHTO Stondord Spec/'Flcat/'ons For Hr'ghlvay Bridges ", da>ed /983.
Loading is HS' 20.
Footing elevotr'ons_, p/'/e /ocotions, and other substructure detai/s ore subJ'ecr to
change dependr'ng upon Foundation material encountered. ReinForcing sree/ i-or
the Footings on d columns s/h o// not be cut until frncl foo ring e%verrons and p/'/e
locvt/ons hove been derer-rnr'ned /n the Field and ScJb,s7ruc7~ur;' o'etca//s moo'/F/'ed
os required.
Piles sh o l/ be drr'ven to o depth su FFi'cr'enr to develop o mr*nirnum /o ad be (Z7r/'ng
capoc/Ity of 80 tons.
Concrete seals ore designed For a /voter surface e/evot/on of 23 Feet` AFrer seols
ore ploced, coFFerdoms sho/l not be de/vorered when /varer Is above e/eaC7r/on
23 Feet.
Concrete in seo/ sho// be C/oss L) or DA rnix . Concrete in F007'ing.s sho// be C/ass B mix.
+ All columns, piles, stub wa//s, and TroFFic borrl'ers sho// be Closs ABC rnl r.
The super-s57ruc7ur-e sho// be C/oss..4X speck7/ r771x.
Unless otherli-1/se shown on tree pions, concrete cover- rneosured From me Face of
concrete to the Foce oFony re1*nforcer7-7en7- bor shall be lie /itches.
All pion dimensions shown ore measured horiz'an7`o//y or ✓err/ co//y un/esS
other/✓ise noted.
The bridge design includes ,orot-lisr'on For o Future /i2 "asphalt concrete overloy,
6= O" (vide conil,levere d s/delvalks, Ond on increase in roadrvpy JV1 t 7 From
/?mom 7
P. T RF�r �p''Z, B A 4'�y-
REINFORCED CONCRETE
BOX GIRDER
FFSS/ONF'_F� .� ,i
BRIDGE
� Washington
SHEET
State CITY OF RENTON I
Department of Transportation WELLS AVE. BRIDGE REPLACEMENT SHEET
24
ENTRANCO ENGINEERS, INC. OF
BRIDGE 35
&ELLEVUE, WA EVERETT, WA SHEETS
;CANNED OCT 2 7 2006 C �/�