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ADDENDUM NO 2: DETAIL REVISION
I BNSF ROW
CONSTRUCTION LIMITS
I
PRESERVE AND PROTECT UTILITY CABINET
�X CONSTRUCT REINFORCED CONCRETE / FURNISH AND INSTALL
RETAINING WALL PER WSDOT STD PEDESTRIAN HANDRAIL,
O� PLAN D-10.10-01 AND PROVIDE SEE DETAIL, SHEET 25,
TEMPORARY SHORING FOR WALL 3 AND WALL TABLE, SHEET 33 PRESERVE AND PROTECT
EXISTING STRUCTURE
WALL 3
BEGIN WALL
BEARING = N 27' 23' 12" E
WALL STA 0+05.64 =
IWALL ALIGNMENT
AT FACE OF WALL utp
IEND WALL
WALL STA 0+88.93 =
I RAINIER AVE S STA 33+03.83, 52.0' LT
ABUT TO INTEGRAL CURB
P BEARING = N 17' 36' 48" W
ALL STA 0+25.64 =
AINIER AVE S STA 32+40.54
BUT TO INTEGRAL CURB RAINIER AVE S
PLAN- WALL 3 WALL
SCALE: 1" = 10'
0 5 10 20 30 z
SCALE IN FEET
40.....................................................................................
................
.......
40
.........................................
............
STA 0+17.64
..........BEGIN - WALL...........
........
EL.26.48'.............................................................:.........
...... APPROXIMATE.
TOP . BACK..............
.
STA 0+05.64
.
'
REINFORCED CONCRETE............
R .
OF
.SIDEWALK PROFILE
EL 26.48,
.RETAINING WALL. TYPE
1... .
STA 0+25.64
PER WSDOT: STD...
... ....
30
......
..............
......
FEL-23.99' .. . .....
. ......
PLAN D-10.:10-01:
....
30
.....................
... ... ............
. .. ..... ...
...
..............................
...TOP OF. WALL
............
-SEE- WALL- - :ABLE; ...............
SHEET 33 .........
EN
............
.
STA
,
0+8893, EL 23.99
.....
.......
.......... .. ........... ............EXISTING
GROUND . ..................
.........
...
.
:.....................................
................. ........
............. ........:... ....
AT. BACK.
OF. WALL ....... .... ........
...........
:..
...............
............... :......
.... .......a.....
... ...............
............................
4r:
.................
.......
.....�. Q.
..
.... d......:..d4.
...... .... ......
...........:
............. ................
4
a
........... .............................................................
d....... �.... d.......... Q a
d Q a
4
................
...
d
.....................................................
STA.
....................
0+88 93, . EL. 18,57..................
.
:.
:..
STA 0+05.64, EL 1 .57' ..
...
AP, .STA 0+25.6.4.... ....
...
BOTTOM
OF FOOTING
...........
:...
......................................................
...
BOTTOM OF
WALL ..........................
.
..............................
.......
STA,O+
49.6 4,.EL.17..57°
�.0...................................:......
............................................................................................................:
.............
.................................................................................................................................................................
..............................
..............................
' 10
0+00
50+00
100+00
JLF 1 112 /15
NUMBE REVISION DESCRIPTION BY I APP. I DATE
11-14-11
SURVEYED:
KPG
GtACO&
�4A
NV'Asyr� 9c,
DRAWN BY:
JLF
�o N
DESIGN BY:
JLF
CHECK BY:
NM
ECISTER�
�`�
�I�NAL
PROJ MGR:
JF _
E_
FILE: 0655DWALL01.dwg
PROFILE - WALL 3
HOR: 1 "=10' VER: 1 "=5'
IPCx*4k
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg,com
BID
DOCUMENTS
'!R CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
IN
DATE:
171KiICUM !N0 A. 1'.17
18"
WALL 3 ALIGNMENT DETAIL
N TS
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WALL 3
MAXIMUM GRAVEL
3ACKFILL FOR
WALLS LIMITS.
'ROVIDE SHORING
AS NECESSARY TO
'ROTECT EXISTING
UTILITIES AND
STRUCTURES TO
REMAIN
T=343030
DRAWING NO. 30
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV 201
SHEET NO. 30 CF 304