HomeMy WebLinkAboutR-436711WALE
ROADWAY
Cfl
co
W
304mm MIN. THICKNESS OF
50mm - 100mm QUARRY SPALLS
GRAVEL SACKFILL FOR DRAINS
E x
A
LO `
V
UNDERDRAIN —
PIPE 152mm MIN.
CONST. GEOTEXTILE FOR ------
UNDERGROUND DRAINAGE
01 ` --KEYWAY
1.37m
PAY LI M ITS
EXCAVATION ONLY
ROCK FACING
N.T.S.
ELEV. TOP OF ROCKERY (TR)
4
ELEV. BOTTOM OF ROCKERY (BR)= KEYWAY
WALL
#
ROOK
FACING
SCHEDULE---
116th
AVENUE S.E.
WALL
A
STA.
3+335.5
TO 3+354 -
9.9m
LT
304mm MIN. THICKNESS
50mm-100mm QUARRY SPALLS
1.828m
CHAIN LINK
1.82m (6')
FENCE
z
E
N
r
152mm
3
CAP
LO
r
Lr.J
J LiJ €
z N
Q
m
W
1.37m
PAY L1 M ITS
EXCAVATION ONLY
� I r
ELEV. TOP OF ROCKERY (TR)
ORIGINAL GROUND
ELEV. BOTTOM OF ROCKERY (8R)- KEYWAY
ROCK FACING UNDER SIDEWALK
N.T.S.
ROCK
FACING
UNDER SIDEWALK SCHEDULE- 116th AVENUE S.E.
WALL B
STA.
3+408
TO 3+455.02 — 8.4m RT.
��yj: u- :111>E
m SURVEY BASE MAP
a DESIGN ENTERED:
0 0 DESIGNED
CHECKED:
f "-'A_ r7,3
7-7
1626 & 1628
GAM M ELL 9 1 --94
S.B.—GROSS
5/94
KUNIHIRO
99-00
NGUYEN
99-00
M ITCH ELL
04/00
c l/4'apa 1 DATE
REVISION
BY i DATE
JUTE MATTING OVER SEED
ON SIDE SLOPES (TYP.)
N OTES
1.
SEE KINC COUNTY ROAD STANDARDS
(KCRS) SEC 5.01.
2.
WSDOT/APWA 9-03.12[4].
3.
CAP SHALL BE
CONCRETE CLASS 20
(3000).
4.
FLATTER SLOPE
MAY BE REQUIRED IN
LESS STABLE SOILS.
5.
FOR ROCKERY
HEIGHTS EXCEEDING 1.219m
(4'), SEE KCRS DWG
FED. AID No.
PROJECT No.
SURVEY No
400593
28---23-05---27
MAINTENANCE DIVISION Na. 4
WIDTH
OFFSET
1310SWALE
z)EED MIX
F�
�v
IOcm OF COMPOST TOPSOIL TILLED INTO
NATIVE SOILS AND LIGHTLY COMPACTED
OR ROLLED PRIOR TO SEED/SOD-
TYPICAL E3I0-SWALE DETAIL.
*SOD TO LINE THE FIRST AND LAST 3.04m OF EACH BIOSWALE BASE
SEE LANDSCAPE PLANS FOR MORE DETAILS ON BIOSWALE
BIO--SWALE SCHEDULF ' 1 6th AV,-. NUE S.E.
STATION' _
OFFSET
BOTTOM
r-LEV/
2+995
9.906m
Ll
129.63
3+010
9.906m
LT
129.85 ��-
3+025
9.90E m
LT
- -�
-
130.08
130.3
130.45
3+035,17
10.5 m LT
3+045.4
10.7m LT
3+055.3
1 ❑.9m
LT
_
130..63
NO. 5-007..
9ON
CALL 2 DAYS
BEFORE YOU DIG
1—800--424--5555
(UNDERGROUND � 'TILJTY LOCATIONS ARE APPROX.)
P�q KING COUNTY DEPT, OF TRANSPORTATION
PLO OF WAS /
.x PAUL- TOLIVER. DIRECTOR
a,
j IST 116th AVENUE S.E. - PHASE II
INTERIM IMPROVEMENTS
w,
EXPIRES 3f9/02 1 WALL/BIO—SWALE DETAILS
COuNTY ROAD ENGINEER
MERIDIAN
W,S.L.G.N.Z.
N.G.V.CRP-436711
SHEET
11
OF
28
SHEETS
310-3001)