HomeMy WebLinkAboutTED4001507.22/ , CD„
i
/'- Go'
4 peer I
0, o„
Meas ure d -/= ro"
norm o/ to Lt Pier I , C10„ Itro
O
3114/
Note
--�3 lndicotes dr'rection and ornount
of horizonrol p/'le baler I'n /2
inches vertical
0
N'
DRAWN
CHECKED ,off, 7
En d
Dioph.
3 ' O"Long Fxponded Conduit Expansion
Polystyrene S/eeve Fi tt�ng
around Conduif--
fr
\ a o a
/l - Bs-
PROJ. ENGR.
DIST. ADM..
7-CV - Ito
DOT FORM 221-011
ReVIsed 9/82
FOOTING LAYOUT
Bearing of ¢ Peers is N 49'35' /l " Iv
All dimensions ore measured parallel ro Bridge
and q Piers except os shown.
¢ Pier 3
//_o„
I,CID„
O
9/ 04 9 /4' tU
O
o�
n
6
9/°49'l4" N O
CQ
9+80.00 0
0�
i
01
b
N
See Sheets 20 and 2/
For Pi ling for lVo/l
;>L
---- Flush Moun r'e d Pull Box
kz"Dio. De formed \
Bors ( TyP•)
3/6 D IL/eb
stiffener- ( ryp.) i
3j4" Dio. Bolt �►�/ I
Nut and Cut I✓oshers
c Typ.)
Bottom oFS/ab
(-z Sp on I —�
Pipe (Typ.)
3/e1112 ►veb l3/8 4"
Sti Ffener C 1-yp.)----_\ /-{ Sty/*FFeners)
M to �I
MC fox /5.3 � 2., %8"Dia. x
�1
Slotted Holes
Cryp.) HANGER DETAIL
o,�
/ ¢ I/8„D16 0
Hole C ryp.)
1 /d 001
(Typ.)
5"x 4�x �14"
Structurol Tubing
Cro d / e ---�
d'� N
MC (ox15.3
L 3% is 3 %e' X �e —
k4
Xz"Dia. Deformedr-L!
Bar C Typ)
34?
6
Holes
Conduit= J -Bonding Jumper I Ivith Cover and Gcs/cet C ryp.) -
CRADLE DETAIL SUPPORT ANGLE DETAIL
CONDUIT EXPANSION FITTING —TYPE 2- 3 --
� Golvonized Ri'gid Steel Conduit
Conduit Fi tting O-z Type' AX or equal For movement' aF t l "Max. Ivi th (2)'12 - CU- T"HW Circuit Conductors Ll'ghtl'ng Flxr�ure Recessed in
and Cl)*l2-CU-THK/ Ground Conducror(ryp.) -� O Concrete C7"yp. aLocarr'ons) WATER PIPE HANGER DETAILS
Standard
80 0 brook C ryp.)
14 " or'a
Sree/ Pipe
-0,Class AX
Concrete —�
G�
Locate Pipe Hangers or Pipe Joints and of q'o"Max. Spacing
i A// Ports sholl be golvonlzed per AASHro /1'1 /// CAS T/`/ A 123-).
All Steel sho// be AASH ro M /&3 CA.S7-M,4 3(3)
11IJ
0
0 Beorin and
\0
D5" Deformed ]Pere or Condw f through lO • 9
Grout Pod
Ivy Co/d Drown /Nice Lower Portion of I
Cross Beam -----------_- - � Bridge Superstructure
Spica/ ReinForcernent Go/vaniZed Ri 1d Steel Condulr- with 2
G "Mox Pitch g47 Varieg
I Combinotlon DeFlect(on/Expons/on Fitting. , I C 0T Pier)
N Complete i✓ith External BondngJurnper / (ryA I ro
C Se e Co n do/'t Expansion F V7' 7 Dera/ / this she e7`) A ro un d )
3 j Top of Grour" it
4 Golvonized Rigl'd SA --el Conduit✓7H7 Pad CLevel)
—Cv'Co Anchor Bors (2)412-CU-THW Cr'rcuif Conductors and /
C Eq, spa. O (1)*12-CU-rHW Ground Conductor. Pier
0 Connect to Existing Junction Box and r'rner
(See Bridge Loyoursht.24). connect
Ground Conductor orJunchon Box E/astomeric \ dories
to 314" 0, to Feet long Cooper -Clod 6eanng Pod �( I q, Pier,)
Stee/ Ground Rod IV/ o #8 Cu I- 4 x l- x 2
A TR 'fit \-\ j,A4 Ground Conductor (3Shims)
3/„Recess
4
J y ►� `Z` F �To Exist JuncrIon Box and End Pier -
, 4> 0 ; Tirner ("See Brid e La our Sht 24) -- 6eoring Grout Pod
LIGHTING SYSTEM DIAGRAM 9 y ELEVATION PLAN
r AN ivi'rinq shall be instolled in o/vonized ri l'd steel condul'r-concealed within
T` BEARING DETAILS
12754 �4' .o p �,� the Concrete bridge structure. All conduit runs /n Spon 2 shall be located
cF �I�� All conduit /ocotions shall be subject above the bottom layer oFsteel and be secured to vertico/ rebor ties. Pier /only (rD Required)
ONAI FS'�� s/oNa� ,i�'1 � to the En 9inee.r's Approval.
REGION STATE FED. AID PROJ. NO. sNO T SETS HIGHWAY DIVISION
+oE S�Fy . Washington State
10 WASH BRM -1157 (1) ;, CITY OF RENTON
�' ♦ DepartmentJOB NUMBER of Transportation WELLS AVE. BRIDGE REPLACEMENT
`� f ,
ss W 002 0
3-5-86 Rev. Conduit Size In Li ht in S s. Dia CONTRACT NO. Feb. 28, 198G ENTRANCO ENGINEERS, INC.
APPROVED BRIDGE
DATE REVISION BY APP D 3//,S BELLEVUE, WA EVERETT, WA
C�=� rqj-IZ"1. ;CANNED 001. 2 7 ?_006
PILE ANCHOR DETAIL
BRIDGE
SHEET
2
SWEET
25
OF
35
SHEETS