HomeMy WebLinkAboutTED4001825.31CERAMIC TILE rOR FASCIA WALL NOTES
1 Use S'/anclard Grade glezecl wall fi/e meeting the requirements
of ANSI A 137. 1, with cushion edges, matte glaze, 8"X (5"
nominal size . Provide matching bullnose trim unifs a� all
edges. Use Oa l -Tile Sierra Series, 1)-FL - 1500 leainier, or equal
2. lnsfall tile Plumb and level on dry -set mortar bed meeting
the requirements of The Council of America (TCA) wall fge
W 202-5G 0 ANSI A 108.5. Use PCI hapld-Scf and Laslof/ex or
equal adhesive.
3. Pro vide verfica / expansion , j of n fs over concre le wa // con slrucAion
Joinis and of midpoints between them but no more than 12 feet
apart - Seal Joints with backing rod and silicone sealant
meeting the requiremen 4s of Federal Spe-cif ica¢ion T T- S - l54 3,
Alon- Sag Type, Class A
4. Grou f file Join fs with La fex - fort/and Cemen i grout mee bin9
the requirements of ANSI A ll8.6 and /nsfa/led to rnee% the
requrremenfs of A/V SI A 108. 10. Use PCf Flex - Grouf or equal.
5. Af cornP/e>'ion, clean file thorough/y .
(L ,Searing
13ridye appoach Top f/ange End Block
s/ah to be scanfiedl4"
' \� Latex Modif/ed
Concrete Overlay
--- —= 5" Deck Bulb Tee top
flange after
scar-i fica f ion
7r� -kG - o
PERGUSON & SONS INC 91704
Extend fascia
Wall Drain fo
El. 11. O ---\
soldier bile
(t3y Of hers )
Tim ber
c C
Fascia Wall 2
brain, See
�x tc no' Under -
droin Geotexfile
Fabric to Pin.
o See 5:9 c/a a.
---- 0/ain Detail —
G .o. 00
v -,
�O
0� to
ULTIMATE ROADWAY SURFACING 40
(�y others �
.0
ROADWAY SURFACING DETAIL °
I' 0 I' 38 4' 5' 6' 7' N v
Girder
File Cap
PLAN
Ix 24 "x 1 ii Thick
aslomeric Bearing
DurarnP.iPr-
1 y Others)
Pile Cap
Cap Recess
(lay Ofhers�
BEARING PAD DETAIL
Sale
I' 0 1' 2' 6' 7'
3' 4' 5'
Turn hooks par---lle/
1 vlPi l e CaP as req c1
fz� �r-ovide clearance `
�TyP � Cf3y O thers� (
/file Cap (fay Others
Limit m Lfor Ceraic Q
Reveal of C.l
Conc. Barrier
1�4Specia / Type 4
�jP Finished C2 #3 S�
load wa @ 2!4 t
(fey Othe
Co
ao11039
03y Others)
Roadway
Subgrade �
Llnderdrain
Geofexf�/e Fabric
rove/ Back fill
)r Drain
1 Y2 /lClr-
11
/=abricale Ft-orn �1
Pl, 3/45 (Typ)
# G (-0 12 // EF
Mtn Splice
��#4 G 12 1/ �1
11//ir7 4;n111-,o
Anchor Scuds (I-I.A.s j L0 l-16"oc
do
1
Tom__
%
firi /
` j End [Jnderdrain
e7cofex file El. I VO
0 ,
Con frac%or Design
f3acle-fi'll. See
General I\lo fes
Ill//Min. Searing
con frador Des; gn ed
6e--ickPill. See General
Notes this Sheep
SECTION B
Sca/e .
Soil Plug 03 y Othe rs) 1' 0.5' 0 1' 2'
Per Mfr: s Kecommendafions
_ ' - _Final Tip Elevation
- Pile Tip Protection (by Othel s)
ELEVATION
Scale
I' 0 12' 31TYPICAL PILE DETAIL
SECTION
Scale As Shown
Construction A
( 5y Others)
f pad
s s (5 y othei-s)
f Fad 05y Dthers�
Llnde,rdf-ain
ae%�>4eXlile- Fdbr/c
Wood Lagging
o
fc50cia Wall Drain Gravel
2=0 a Min . Width I N f3ackfill
n 5 -0 Centers
� f
l.�r'ain
WOP-,K I1VCL.c1oE01
//Q THIS CoNTR.ACT
(TYP)
BAR LIST
All ckmensions are out fo out
MARK LOCATION SIZE BENDING DIAGRAM
C 1 Soldier Pilc Bdt-S #lo l=/o /' t
C2 Soldier Pale Spiral #3
�4
Gf C2
i
-*-* Not included in 5ridge, Quantities
or
I Low
6v� I
G
v
j FASCIA WALL DRAIN DETAIL 2
N TS j
� I
GENERAL NOTES
1. Soldier Pile !Wall Design assumes a free Dra11'71�y
Cconc1hon. 15ackfilling of voids behind laying shall
be te rescnsihily�of the confrac716r. Submit the procec%ure j
I fo the Engineer for- re vi e vv . lwain fain a free Draining
condition al all times .
I
2. Trim i aia scwall drain to fit against woad /agglr?q
I j
I with a minimurn width of 2'-01! Place Geotexfile
I s/de of drain against wood /agyinq. defer- fo
EarfhWork Special Pro visions for- more detail .
AS BUILT
RECORD DRAWINGS
Revisions Drawn by C • kWe"-- Date
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
RECORD DRAWINGS.
Rawl lia
51FcWNUCE A
ATTACHMENT H
C MANGE ORDER NO. 1
PROJECT NO. SEA21810.1<2
A _)GUST , 1988
%2 KEG02D DRHINING 'G5H
qf�l HI LL 1� 1 NC i Asr; f=ASGIA WA�� JHi V, �
� r •
NO. REVISION BY APPR. DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BRIDGE
SECTIONS & DETAILS
OAKESDALE AVENUE SW
DESIGNED •S DATE MAC-, Z1IgP26 FILE NO.
DRAWN g'AZAi-D
CHECKED H M SCALE AS SNoWN FIELD BOOK- PAGE-- __
APPROVED ' ' - SHEET 3G _OF_35
DIRECTOR OF P46LIC WORKS
,ANt`E0 MAR 2 8 2003
rj
-*-* Not included in 5ridge, Quantities
or
I Low
6v� I
G
v
j FASCIA WALL DRAIN DETAIL 2
N TS j
� I
GENERAL NOTES
1. Soldier Pile !Wall Design assumes a free Dra11'71�y
Cconc1hon. 15ackfilling of voids behind laying shall
be te rescnsihily�of the confrac716r. Submit the procec%ure j
I fo the Engineer for- re vi e vv . lwain fain a free Draining
condition al all times .
I
2. Trim i aia scwall drain to fit against woad /agglr?q
I j
I with a minimurn width of 2'-01! Place Geotexfile
I s/de of drain against wood /agyinq. defer- fo
EarfhWork Special Pro visions for- more detail .
AS BUILT
RECORD DRAWINGS
Revisions Drawn by C • kWe"-- Date
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
RECORD DRAWINGS.
Rawl lia
51FcWNUCE A
ATTACHMENT H
C MANGE ORDER NO. 1
PROJECT NO. SEA21810.1<2
A _)GUST , 1988
%2 KEG02D DRHINING 'G5H
qf�l HI LL 1� 1 NC i Asr; f=ASGIA WA�� JHi V, �
� r •
NO. REVISION BY APPR. DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BRIDGE
SECTIONS & DETAILS
OAKESDALE AVENUE SW
DESIGNED •S DATE MAC-, Z1IgP26 FILE NO.
DRAWN g'AZAi-D
CHECKED H M SCALE AS SNoWN FIELD BOOK- PAGE-- __
APPROVED ' ' - SHEET 3G _OF_35
DIRECTOR OF P46LIC WORKS
,ANt`E0 MAR 2 8 2003
rj