HomeMy WebLinkAboutTED4001825.30/ o
f3r9
Wingwall
Zile cap --
(8y Others)
C. � 7 W ,-,9 wa 11�--
05 y Oche rs
P3lockou is fOr-
End /Diaphragm _
weld tie
(lay O¢her5)
/ J
Pre cast Approach �
5/ab Corbel
(8y Others
7&ID _ka-(81-r'
FERGUSON & SONS INC 91 704
�L
Bridge Approach
Slab (5y Others) /
Back of
� Pavernen
Sea f
Top of Pile Cap 64I54/38"
---
Ty
Precast End
�3/ock
(by Ohers)
71
+
7 Shear /�y Big /
CP
/ J / ll✓C��ICAS/ a / 1 / x, I J
Splay file fZeinf
9 See Detail Shf.
Pod / / / / ,\ (fay 0tt7 rs )
be/ow / / 0
/ Plan above El
01
t5L b
eTee d- Plan above El, 2-4P.�u// / / / '�
Girder / / / / Top flange of
x /
Traffic (syDth rs) � / / / Deck 5u/b Tee
(lay Others)
65y of -hers / / / / l / l 131ockol For
/// Flange weld fie
Keyway (/3y Of hers
/
Latcx Modified
Concrete Overlay
i
5
� f=ace of Barrier
Permanent C.I. �
Tro f tic Barrier
�8y Others
V 5hea r 51 oc k See K A
(fay Others) —
V\ va ll Beyond
65y Others)
583 #4 Hair rin
Clay o�-he rs)
of bile (7ao
Parallel to
Belo w roadway
05y Other-5)
110' - O'I barrier fo Barrier
Deck Bulb
-Tee Girder
Girder Girder
See Shf 33
\ y (l3 others)
#4.1-la
88r Pin
„ (N Others) 2'-0
00 4 -o Top of Rdwy
Typ Girder 5pcg
0 o slope varies
W ingwall
Pile Cap
( III Oth(trs)
24901,3. Pile, Tidy ., see
COMPOSITE PLAN
Scale
I' 0 1' 2' 3' 4' 5' 6' 7'
Grout all spaces
befween ,Diaphragms
(TyP-)
__ with Weld Ties. Grout
816--koufs closed(5yOthers)
#5 Ties (lay Others)
0
8 PI #6 T� 51 Others)
III I 2 8#7 EP(l3 Ofher-,5)
y
1
Lc�afe Splice- L.aP of Pf ors,
Tli between Piles � i
he
1 I ----- (/5y Ot. • rs)
�C ricafed lAng/e
/ T - -� { 9 '#6 1 L - - - J I IIL _ _� I L====J I assernb/g Clay Ofher5)
Wingwall I =__--� -1I sir _�2=7"Min
Pi le Cap I r-1 f rr Slice
fie and L__==-_ Min, Embedment of �� Timber-p-=-J
Dthers) j Wingwall Pile _� ill I i I LaggIn9
I
/ I L----_--Cap Peyondj �_ --1 1 L-___= C.LP Concrete
I-------� i F- _-- III 111 _ - j 1 Fascia wall
j l j I j I I I I I 24 L)ia Pile , Typ
_� L=====_� -� L------ _ �_� I- -I �_,C_J
I si-uds fc�r connecting � � ����.������������.���������..�..
1 Not included in Bridge Quan fi ties
fascia wail PARTIAL ELEVATION
fo plies
It O I' 2' 3' 4' 5' 6' 7' AS BUILT
RECORD DRAWINGS
Revisions Drawn by I 40%,wa ��' Date 6 -/4- lact
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON]
THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE
NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,
TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE
ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE
LRECORD DRAWINGS.
44 End Anchor Method 4'--------"
Bridge Approach Slab, See PIn ' _9 Plan
GVe_lcl Ties, Similar fo
�/ange Connection
Qefc9il, See Shf.33
D2 #6 I e/s <Tyc
O
Top of Girder to be
Scori fiecl V4"
,1JI timafe L M.G.
(1 r12" NOMina/ but
Ua r-ies fo Co")
-Top F/ange of
r
-Di- - /3ulb Tee
clrc%r See
L4-/4�5i/�, _ \ ` I ' �� -. �N Shf. 31
� 3'-11"Lg. o
\ ) 2 B7 #,5 Dowels thru 2 Dra Holes in Web
nenf
G" Tres - - - - -
II
# / 5 f36 # 4 f /arc pins Q
3 3@ 2 Ties 0 5 /2 Min Spo. ro v
3� #6TiesEP jQ
i r O
f3� # 4 � 2 Ties
roughen Surface to Receive Shear ,Block
84 #4 @ I2" Ties p5 # 5 C� /G"Ties v
O -- U
2 P3 # 7 E� ,_ n P4 #5 @ lG Ties
05 l is La -3 Min •
e 7
8 P1 #- 5 T� B Puce
O
Similar
Lap 4'-Id Min
P/an be%w El. 4
N.
'� f 28 C 5�-O" Spacers
Ir► I=ield fiend Ends of O
Nair mains as lzegcl
I
I '
'
,
C,I.P F�scla fn/all, for conr7. to
�r � fo miss files
pile,
o �%/e see Shf 32 C7"hIs
1 3 74 / Bar 4 %4' x 3/4 Treated Timber _
---------------
e C ) lla in f -_d or Ceram lc
/2 n± x 3 Long, Trim
•�' �agging(This Project)
I
br Sep -Tiled' Alternaiives
y-
TyF, 3 fo Fi f, Typ.
/8
I
far h d Fascia {This ProJ'9` f�
Mortar e
�
24 Pile
See Ceramic Tile
I
I Notes on Shf 32
WORK 1 NCLLJDEIJ
.�.�
`���
IN T1-415 CONTi2ACT
dill w/Grout (TYP)
AT�r We%iing SECTION A spa ie
q _
I' 0 11 21 31 41
-7 E u / S ac
q a P es _I
3 �� P5 #5 C /Co"Ties
L2x 2x /ex� Long
�13y c��hei-s) t�/�2-�2 "Dia x �" Nelson Studs, flare�ial 30- Tye .T
INTERIOR DIAPHRAGM WELD TIE CONNECTION DETAIL A
Scale : - 33
1' 0.5' 0 0.5'
BAR LIST
All dimensions are oul fo out
MARK
LOCATION
SIZE
BENDING D/AG�M
l 14y2ri
L4'`+(6��
B2 83 B4
at
IN
3=8%2"
N N N N
3L8y2�
p4 P5
5z
Coribe/ Tle
133
Corb e / Tie
f3 4
Corbel Tie
85
Corbel ,Bar
#4
Str
Pot
Corbel Tie
#4
87
Shearf3lock /Dowel
#8
sir
86
Shear ,B/ock Hair Pln
#4
88a
Shear f5/ock Tie
#4
f3 9
shear ,B/ock Tie
h8
5/0
Shear 8/ock ,fir
# 5
S r.
P1
Pile Cap Bar
#8
str.
PZ
Pile Cap S
#6
sir
P3
Pile Cap r
# 7l'4"
P4
Pile CaP S �irru
# 5
P5
Pile Cap Stirrup
##5
P6
Pile Cap filar
*11
sir
Cr'IEWI LL
NO.
I
2 PI #8
Each Side
of files I
�xfend f3ar-s
in to Closure .
Trim fo fi f, Typ.
6opf #8Top
jto sell E r
Embed C=ll" o
a nd t of W
WW Pile Cap °0
P2#8@5�0sp6cer5
P4
SECTION 8
Scale-
i 1 0 1' 21 31 41
S1Z 405
I
Cash -in - lace Conic
Lengthen weld Til P/eFfe Closure Secfion, 4"rrA=7x .
as required for closure `^
GIRDER CLOSURE DETAIL A
NTS 2 SCHEDULE A
ATTACHMENT CITY OF RENTON
CHANGE ORDER NO. 1 DEPARTMENT OF PUBLIC WORKS
�OJECT N0. SEA21810.K2 BRIDGE
��
3f�' Ift, AUGUST, `�988 PLANS &SECTION,
OAKESDALE AVENUE SW
DESIGNED DATE MAP. 2,19P5P) FILE NO. —
KECORD DRt9kV/NG C5H �p-16 Uj /p DRAWN F!" LAZA00 l
C� �J �I
J����/e���••r� SCALE � •� �r'�, `� FIELD BOOK PAGE
NG-`i �AsGIA WALI�T, IIG CHECKED
REVISION 1-1 BY APPR. DATE APPROVED - SHEET 31 OF_35
DIRECTOR OF AUBLIC WORKS
7
S%%WANNEO MAR 2 8 Z003