HomeMy WebLinkAboutTED4001782.45i RANT pgCE
36�CK Fq — --
CE Aso
i 1
i
RETAINING WALL
CEMENT CONCRETE
CURB + GUTTER
GRADY WAY CON57RUC7ION
38 w
_— MANHOLE — =---
40
�? A� _ f PERFORATED CONCRETE
P 1 PE
GRADEDaUARRY SPAI.L.S
48 ----- ----_ f `�
50
7
EXISTINCa CONTOURS
I.405 GUARD RAIL j,
w--=--- I �_--
I
J
Z
m
STA.16+30-
00
MANHOLE
MI
+
Q
_
i _...� -
rom"0 .l1
ELEV. 4050
ELEV. 3605
ELEV. 42 50
n I A I.- I
0
0
ti
Q
EDGE OF PAVEMENT I-40S
TOP OF WAIL. AND
FIN. GRADE BACK FACE OF WALL
EXIST. GRADE FRONT FACE OF WALL
FINISH GRADE FRONT FACE OF WALL
ELEV. 4290
ELEV. 3B OO
BACKFACE ELEVATION
SCALE' 1/81'=1!-p1!
Lo
LO
t
ti
V)
ELEV. 3956
GRAVEL —
BORROW
TOE OF
SLOPE -
REGION NO.
STATE I FEDERAL AID PROJECT NO,
SHEET NO,
10
WASH. BRM-=1288 (2j
- 3 C6:3.5
w�6 MINIMUM THICKNESS
OF ROCKS
I�ln'li I i�
ni�il,! i�l!!ii
EXISTING GRADE 1
/ MAY,
SLOPE
o
PROPOSED
FINISH
GRADE \ul i lij 111 .I f ,
\�m�� �111 ii� Ih I I I
12" MIN.
BACKFILL FOR
ROCK RETAINING WALL
ROCK
PLAN
NTS
ELEV. 3150ELEV. 3225 —
5ACKFI LL FOR ROCK
RETAINING WALL
GRAVEL BORROW
ELEV. 2600
Q41- 311
EXISTING GRADE CLR. CLR.
FRONT FACE OF WALL.
t
i
35
TRAN5M15510N
TOWER
BASE
30
EXISTING
GRADE —�
25
L--- ELEV. 26g0
50 SECTION
50 NTS
121!
MIN. 2 MAX.
1�
GRADED
QUARRY
S PALLS
PERFORATED CONCRETE
DRAIN PIPE - 6" PIA.
SECTION -TYPICAL
1-RAN5M15:)1uIN iU\vvLR
BASE- 4-6" X 4'-6"- LOCATION
ORIENTATION APPROXIMATE
ELEV. 3280
FINISH GRADE
BA
aHT CK FACE OF WALL
ANDARD/ / I ,—ELEV. 32-5-0
I ---ELEV. 285
01
NOTE! ELEVATIONS
Q SHOWN ARE AT
SHOULDER EDGE + 'I
TOE OF SLOPE
ELEV. 2700
BACKFILL FOR ROCK TRANSMISSION
RETAININCa WALL TOWER
/ OAVEL BORROW /BASE 35
50 SECTION
50 NTS
3 ROCK RETAINING WALL Ai
5P/ TRANSMISSION TOWER
:X I ST GRADE
30
25
D50
SECTION
50 NTS
I T Y RENTON
DEPARTMENT OF PUBLIC WORKS
S.W. GRADY WAY BRIDGE
REPLACEMENT
ROCK RETAINING WALL
TAD—fro-l'
SUPERIOR REPROGRAPHICS
Consulting Engineers and Analysts
Seattle, Washington
DATE —,---
SCALE ------ _ _.� _ FIELD BOOK PAGE.. ..._.�
SHEET 50 OF 63
'.. WORKS
C , A"NED MAR 2 8 2003