HomeMy WebLinkAboutR-398131AN
1ST-- 36,1' 0- S-TOW_
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84
- - - - - - - - - - - - --
BEGIN
o
BEGIN GABION WALL - - - - - - - - - - - s- 7 -LL
JWA _ 57A.- -O�VJ5.05!2f
WALL STA.. 0+00_00=;�-- - RADIUS 7--J- - --,-STA.--62+45.OJ,--""65.77-LT -.PC-
SIA. 62+10-22jr _6 1k,,0- -L WALL' STA. _0+78. 00=�
486!-- -_ r_
WALL
��kONT _FACE- OF--
0_+000 i0_22 '� L-6
- - - - - - - -LINE--
-WALL,-, CONTROL -
Ole
I NUMBER
P
'_4
- - -
- - - - - - -
wARL
ELEV. 96.66
GEOTECHNICAL BORING
FENCE
tY
NE
PARK
7A NK
83"00
GABION WALL 2 PLAN
48' 0
NI GABION HEIGHT (H) = J'-O
42"-O'J'
GABION HEIGHT (H) = 4 P-6"
TOP OF SIDEWALK rA.0
-TOP OF GABION ELEV 100.04
(TO.G.)
I(TO.G.)
42'_0"
GABION HEIGHT (H) = 6 0_00
ELEV. 102.61
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- - - - - - - - - - - - - - - - - - - - - - -
. .............. - - - - - - - - - - - - - - - - - - - - -
FINAL GRADE WITH LEVEL BENCH BOTTOM OF GABION
AT FRONT FACE OF WALL
BJON' WALL 121
STA. /1 +32�00=
97. LT
ELEV. 104.39
(PROJECTED
TO.G.)
STEP WALL TO MATCH
EXISTING
APPROX. DEPTH OF 36" 0 STORY
DRAIN BENEATH WALL. SEE NOTE 1.
0+00 1+00 1+40
REVISION DESCRIPTION
BY APP. DATE
A TION
SURVEYED:
JFS
DRAWN BY:
XYW
DESIGN BY:
XYW
CHECK BY:
SJW
HanmiGlobal Partner
10230 NE Points Drive
PROD IVIGR:
LBM
Suite 400
MAW, lrashin&n 9=
Phone: (425) 822-449
FAX: (425) 827-9577
6�NJ•F
'�Y4, jai
PLAN STATION & OFFSET MEASURED
TO WALL CONTROL LINE
WALL CONTROL LINE
ELEV. TOP OF GABION
GABIONS, PER
W5DOT STD PLAN
LEVEL
BENCH
6s-O"
SECTION
GABION AND FENCE
BLACK VINYL COATED TYPE 4 CHAIN
LINK FENCE PER WSDOT STD. PLAN
L-20.10-02
14 U-B AR WITH 1' 0
LEGS, EACH POST
4 SCH 80 PVC
SLEEVE EMBED INTO GABION 1'-0"'
MIN. FILL VOID WITH SAND
A
rAP]P
C. S. B. C
SIDEWALK
EXISTING
GROUND
j\\�\\j\\jI�IACKFILL EXCAVATION
WITH C.S.B.0
\\ // APPROXIMATE LIMITS
OF EXCA VA TION
CONSTRUCTION GEOTEXTILE FOR
SEPARATION, FULL HEIGHT OF
GABION AND BELOW SIDEWALK
BLACK VINYL COATED TYPE 4 CHAIN
LINK FENCE PER WSDOT STD. PLAN
L-20.10-02
SIDEWALK
4
� l
\\-!12" PREMOLDED JOINT
FILLER
CONCRETE FOOTING
PER STD. PLAN
L-20.10-02
FENCE FOOTING DETAIL
WALL 2 NOTES
1. LOCATIONS AND ELEVATIONS OF EXISTING BURIED UTILITIES ARE
APPROXIMATE. CONTRACTOR TO COORDINATE WITH UTILITIES TO
OBTAIN ACCURATE LOCATIONS AND ELEVATIONS OF EACH UTILITY
PRIOR TO CONSTRUCTING WALL.
2. ENGINEER SHALL ACCEPT WALL FOUNDATION SURGRADE PRIOR TO
WALL CONSTRUCTION.
CITY OF RENTON
ML
Public Works Department
APPRDVF-D FOR CONSTRUCTION
DATE:
lulu
BEYOND GABION WALL LIMITS
10' 01 10, 20'
SCALE IN FEET
HIGHLANDS TO LANDING DRAWING NO. 5.03
PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796
FED AID NO. CM-1070(007)
GABION WALL 2 PLAN AND ELEVATION DATE: June. 2013
SHEET NO. 25 OF 44