HomeMy WebLinkAboutTED4001438.34k�
A Line - -
C6
N
W
W
a
0
0
a
m
SEC. 3I, T 23 N., R. 5 E., W
Drain Pipe, 8"Dra.
(No f /nc 1. rn Br. Qfy.)
Nk
Instal/Existing
Ra i /ing
"Cdf for Ilium. Cable --
Stub out 0CdD (Typ.) e" Cd t for -
In ferconoec f Cable
f--4- 4,•Cdf. for Rari><ic tv W (P6ell
Br. Orairr T 5 R I- - - -- - -- -- - - - - 1 - -C el f69—:0 . - - I ' 1 4=,3 From Exp..Jf --_ 2 titer /V1cr
-A el 9 O6 L /5 ?) ��y
Br-r e Drain 7Z 5 T p.6v
100
N 0 3 --�--
- I Infer-medrate Pre r
8k. Rrvl Seal + 1 El. 5z. zz
o f Rdwy.rr7e Y 1 S 89,004
V E.45.G�4 �r 8r- Orarns (4%a! \ i bcrsf�tr' e 6, 77
•,1�9 0 z z ,3 �i exist 11,fo. curb col I El, 48.38 � Crown � � I -80 GY�G1'� Typ. all Peers i 1 M I�
ro 0 b -�� 1 1 L me 1 El. 57.Oe
Min. Hour. C/1- I - "
.2 0 Condur>` for In ferconnecr.` Cable
(from col race fo �
ed e of',ola vr<) I I 2 Co du r >fbr I//urrr in o trio n C'crb /e -
1 l l l
73 r V 0,J f0 Sta. C 22�2�.5
I P —Pull Box Lighting BrfockeAnchorage J
I rn wk. 1 / I r
---- Junction Box rn iQ4i/base
- -----
--T —T
A14-W -- - — W -- - w- - ----- - W- _..
b
e
1
-
-
-
-
-
-
-
1
-
-
-
---
---
-
-
-
-
-
-
-
S
-
-
-
8
-
9
-
-0-
-
- G~Cdf for , S. P 4 L .
f
s'o
='-
-�_ -=
-
----I=-
----_---_---
--
=
-
=-
---
--
_
-
-
=
---_---
-
_-
--
-`-
I -
=
-
-
—_
_- =A�
-
--
_
-
--
-(1
-
-
�=
8
--
'--
!
--
Jt
�
e0006.00 SfaA e1f69. 0 ezf3706 2,3f06. D D
i =SR 167-Sfi. L-105500755 L7-O"00240-0~8k. to Bk. ofPSefs A
l
1
I
D rmens roes along A L rr7e
also a long C L rr7e --- _ _
0
C�
PLAN
EExrsf Bridge Deck Etevcrtrons shown along EXisf North Curb Lrr7e
(I3`Lrt of A-L.rr7e) are at Back of' Pavf Sear' art Piers 15 amid
of of Piers z, 3 0 4.
Instal! exisfin Br. Railing on 1Vew Nor-fh ,Side Rail Base
- - ---
7 secs. c 8- 9 II 0 8-O t l! ® 8 - 9 = z45
iti
Nh
N
lV
I�
riv
N
V
L---J I5.00
Elev. e0.0 _
(Typ. a// Ffgs. -' Piers e, 3 e 4
ELEVATION
S to Lion iogs shown ar-e along C Line.
Ere Id r,--WaSUl -e rail ,ocv 74 /occr ton be r'e
rCmovrnrg ntil fxr5e
24" Wafer Moin
W43RST.
/,C
FED ROAD j FED. AID FISCAL SHEET
Rdw $l. �%Qrles DIV NO STATE PROJ. NO. YEAR NO.
rxJ mrIna l)-- WASH.
A Lit;
-u. Ole •/1- t q� Ex rs fin g
it , _- Rar/,n9 ;-,0
-- 4-4 Condui >< for ; n O. -OI fft Crown Line
Pacific Al W. Bel/ -- _ _ _ _ -�- _Lj remain.
nn - -;�
till lilt Jill lilt fill IIII 9
i
Ex1s - Prue fo be Fba�o(oned
2- 6"� Condo i >` for Remo ve Ex/sting Bridge Railing, tail Base,
P. S. P. OL. S ide walk and portion of roadway slob.'
TYp. Rb W�e. SECTION NEAR /NT. PIERS
Section shown loo k rog ahead oo Sta Lion ing
GENERAL NOTES
A I1 ma feria 1 and work shall be in accordance wr'/h the
requr'r-eme,-7�s of 1,47e 5fafe of Washr'ngfon, Deperrr<rr7enf of
f-r'iyh ways S fcrndard Spec i f is a (ions for Road and Bridge
Cons fruc rtron , dcl fed l9 7e .
Foo ling e to va f tons and subs fr-r�c r<ure de fails ar-e SubJec >t fo
c han�c�e o per7drn,g upon fournda from ma feria / encoun Pere& .
Re rn fort Yi(
crud er7dbe cutunfr'ncrl foorrrrrg elevations have been dexter -rimmed in the
f re ld, and subs fruc Brie de fails have been modi flied as r'eggaired.
The concr-e to in the 600 fings steal / be Class 8 mix. ,4t l other
cosy` in place concrete shall be Class AX rntx
False v�✓or~k sha// be care r ully released fc prevent impac f or
undue s tr-esses in the S fruc Lure .
The mox1mc.rrr7 design soil pressure per sQuarye foot is f•wo 67
Dire half' (ell) tons fvr Piers /\lo. /, 2, 3, 4 and 5.
Unless o><herwrse shown on the plans) concrete cover--
meaas ui-ed f rorrr the face o f' the c one re fe fo the face 0- ancd
reinforcement bar shall be e"al the fop of the roadwacslab,
I"a/ the box Anr-n of the roadway s/ab and Q/ the fop of sidewalks,
e l " a _ the bc)lAorn of foolfi 7gs and !lz~al all other-• /oca><rons.
Th rs s fruc fcrr-e has been designed in accor-darrce wi f f-r the
r-'equrr-ernern fs for Work Sr`ress Design , 1969 AASNO Spec ificafior�s
crud to fer-rrri Spec i Pica (ions fhru 197,6.
The road wa red uun slab Shall nol b - pourn rrnurr7
a f'fer pouring f e dia ohragrns, exce o>< in the rc'rna l Pour Stage the
r-oadwc2 slab shall be poured with the dYX tphr-gyms.
APPROX / 1VlATE QUA NTI TI ES
S fruc tur-e Excava Pion Class A
Steel R2ernforcing Bars
Concrete Class 8
Concr-•e ice Clc7s5 AX
Supers frwc rtcrrre S. W 43 CO-( S7`. L/-Xing Widening
L2�wnsc-eu{s
Wafer Redc1cing� Addrfive E.s71-
Removir�`g for --tuns of ExisPing 8ric�/ge A6. I671133
415
Cu. Yds .
43,000
Lbs.
85
Cu •ids .
145
Cc.. Yds.
Lump
Scurr7
11�
L rid. Ff
400
Ibllars
Lump
Sum
LOADING: H5 -aO OR
TWO ,e4 AXLES 0 drC k.9-
DATUM
Sea Level Dafum of 19e 9
W
H
LAYOUT
i