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ROADWAY CENTERLINE
RESTORATION PROFILE
ANCHOR WITH DEADSTAKES
AT 3' OC, TYP
\ REFER TO DWG L-1
\ FOR PLANTING PLAN
\ JUTE MATTING
EXTEND JUTE MATTING AND
KEY INTO NATIVE GROUND, 6" MIN
10' LONG ROOTWAD
TRUNK WITH
MIN 18" DIA, MAX 20" DIAL
#6 REBAR, DRIVE BAR THROUGH
CENTER OF TRUNK, BAR SHALL
EXTEND 6' MIN BELOW TRUNK
INTO SOIL W/ 6" BEND AT TOP
-0"_ 1 3'-0
SCALE: 1 "=10'
CREEK
I
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- - - - - - - - - - - - - - - - - - - - - -- L -A ROADWAY
NOTES:
1. CONTRACTOR TO RE-ESTABLISH ALL EXISTING PAVEMENT
MARKINGS AFTER ROADWAY RESTORATION.
2. CONTRACTOR SHALL RE-ESTABLISH ROADWAY
MONUMENTS IF DISTURBED.
CENTER ROOTWAD
AT EL 8.5 � LOW WATER EL 8.2t
/ APPROXIMATE CREEK
BOTTOM EL 6.0
3'MAX NOTE.
CHANN L 1. ALL SLOPES GREATER THAN OR EQUAL TO
ENCROACHMENT 2.5 HORIZ TO 1 VERT TO BE LINED WITH
ROOT WAD JUTE MATTING.
DETAIL
NO SCALE C-1
MAXIMUM PAY WIDTH FOR EXCAVATION AND BACKFILL
SEE ROADWAY RESTORATION FINISHED GRADE CITY -FURNISHED
SECTION THIS DWG PRECAST BOX CULVERT
SHORING
0
r-
4' MAX-
TYP
v 4 d
01
29.59'
REMOVE EXISTING 128"x83"
ARCH CMP CULVERTS (2)�
I ( I
co
IE 7.0\1 �� EL 7.0
�O 0 O c od?*
moo o �oo poo op� o— —
�- PILE
PIPE CAP BEAM
R4W 45'
N
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0
EXISTING
GROUND
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SURFACE
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O
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00
0
0
�'� 1
i
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2. 5
c
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N
6" TOPSOIL TYPE A. TYP
0
S'wp-27-2707
o
0
CD
BOULDER, SEE 2' MIN SPAWNING GRAVEL
BOULDER PLAN FOR
LOCATION GEOTEXTILE FOR
SECTION A SOIL STABILIZATION, TYP
SCALE: 1 "=5' C-1
SEE SURVEY CONTROL
FOR CL ALIGNMENT
45'
ASPHALT PAVEMENT
TRAIL RESTORATION
DETAIL 2
NO SCALE C-1
LIND AVENUE POINT K
- _ ELEV. 21.98'
FOUND MON IN CASE
BANK RUN GRAVEL POINT J N 169265.41
FOR TRENCH BACKFILL, RENTON CONTROL POINT 1551 E 1296518.21
TYP ELEV. 21.32
FOUND MON IN CASE
N 170579.98
E 1296554.47 lil
R
22' 22'
5' CURB AND GUTTER PER CITY OF 6' - STEEL PIPE HANDRAIL FOR SIDEWALK 5' RENTON STANDARD DETAIL F001 SEE RENTON STD DETAIL H024
5�
4" CONC
2% 2% �2y SIDEWALK
2.51
2" CLASS B ACP
-4" CSBC 6" CLASS E OR B ACP 2" CSBC' -._
6" CSBC BANK RUN GRAVEL OR
PREPARED SUBGRADE
ROADWAY RESTORATION SECTION
SCALE: 1 "=10' =W--* —
!�, = 11' 35' 37"
R = 2000'
L = 404.69'
T = 203.04
ni = 10' 17' 38"
R = 909.99'
L = 163.49'
T = 81.97
N
0
SURVEY CONTROL
SCALE:1 "=200'
—POINT L
ELEV. 19.82'
FOUND MON IN CASE
N 169269.26
E 1295760.02
--- POINT B
ELEV. 20.56'
FOUND MON IN CASE
N 169311.06
E 1295561.44
POINT A
ELEV. 20.31'
FOUND MON IN CASE
N 169327.90
E 1295481.13
POINT M
ELEV. 20.27'
FOUND MON IN CASE
N 169330.13
E 1295399.17
"" ^' ' SS B ACP
4" CSBC
%;Fu-w XIILE FOR
SOIL STABILIZATION
IOTAUC-i
BOULDER PLAN _
SCALE: 1 "=10'
STA 0+91.39
BOULDER LOCATION TABLE
BOULDER NO
STATION
OFFSET
1
0+4
7' LT
2
0+12
20' LT
3
0+21
8' LT
4
0+25
24' LT
5
0+34
12' LT
6
0+41
22' LT
7
0+45
4' LT
8
0+56
17' LT
9
0+64
6' LT
10
0+65
26' LT
11
0+74
16' LT
12
0+84
7' LT
13
0+89
22' LT
�f
BASELINE FOR LOCATING BOULDERS
STA 0+00 (ALONG OUTSIDE WALL)
EXISTING GRADE
VARIES
JUTE MATTING
` ,, "
j 6 TOPSOIL TYPE A, TYP
RIPRAP SLOPE VARIES
(TYP)
it
EXTEND JUTE MATTING
AND KEY INTO GROUND
6" MIN
�4L247oP 71043
-
- 2' MIN SHEET PILE
SPAWNING WINGWALL
GRAVEL SEE DRAWING S-3
TYPICAL SECTION AT WINGWALL
SECTION e
SCALE: 1 5' C-1
GRAPHIC SCALE:
5 0 5 10
l i i i i l I I
1" = 5'
10 0 10 20
1" = 10'
200 0 200 400
1" = 200'
S • GIS
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-55..r.
I�NAL
EXPIRES: 12-04-00
IDI-12171017101
D - 2,70 ��,3 SCANNED MAR 3 0 2000