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F� o 0 NOTES;
OFFSET
N e
v
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0
C4
a 1. CONTRACTOR TO RE- ESTABLISH ALL EXISTING PAVEMENT
29.59
3
0 +21
N
LJ
NI
aN
24' LT
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N
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0
22' LT
OO
0 +45
STA 0 +91.39
V
,n r c MONUMENTS IF DISTURBED.
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17' LT
9
0 +64
6N
10
N m
Z
N
0 +74
>n
V) N
N o w Ix N O� 2' CLASS B ACP
7' LT
O
0 +89
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#6
CENTER OF TRUNK,' BAR SHALL
NW
JJ
tnW
0.
N
W
U
SCALE: 1' =10' w
-,E
CULVERT
_ _ _ _ / APPROXIMATE CREEK
BOTTOM'EL 6.0
N
U
4' CSBC
WAS
ANCHOR WITH DEADSTAKES
NOTE:
0
AT 3' OC, TYP
\
N
W J
a
°
HANN L
1. ALL SLOPES- GREATER THAN OR EQUAL TO
\ REFER TO DWG L -1
\ FOR PLANTING PLAN CREEK
® L
pQ
d p
-----°---------------------------
`o
® o
\ JUTE MATTING GEOTEXTILE FOR
ROOT WAD
JUTE MATTING.
w
2' BOULDER
TYP
EXTEND JUTE MATTING AND ASPHALT PAVEMENT SOIL STABILIZATION
°-------- - - - - --
ROADWAY RESTORATION LENGTH
-- ------------------ ---------- - - - - -- ROADWAY
N
OfZ Q
F� o 0 NOTES;
OFFSET
1
0 +4
7' LT
N � Q
a 1. CONTRACTOR TO RE- ESTABLISH ALL EXISTING PAVEMENT
20' LT
3
0 +21
8' LT
LJ
o o o '� MARKINGS AFTER ROADWAY RESTORATION.
~��
24' LT
5
0 +34
12' LT
tU (!)
Z.
y
N (K w -H 2. CONTRACTOR SHALL RE- ESTABUSH ROADWAY
a}
22' LT
OO
0 +45
4' LT
N O
(L
,n r c MONUMENTS IF DISTURBED.
+Q�a +0 a
17' LT
9
0 +64
6' LT
10
0 +65
26' LT
3
0 +74
>n
V) N
N o w Ix N O� 2' CLASS B ACP
7' LT
O
0 +89
22' LT
#6
CENTER OF TRUNK,' BAR SHALL
ROADWAY CENTERLINE RESTORATION PROFILE M
SEWER MAIN
U
SCALE: 1' =10' w
-,E
CULVERT
_ _ _ _ / APPROXIMATE CREEK
BOTTOM'EL 6.0
U
4' CSBC
WAS
ANCHOR WITH DEADSTAKES
NOTE:
0
AT 3' OC, TYP
\
a
°
HANN L
1. ALL SLOPES- GREATER THAN OR EQUAL TO
\ REFER TO DWG L -1
\ FOR PLANTING PLAN CREEK
2.5 HORIZ TO 1 VERT TO BE LINED WITH
`o
® o
\ JUTE MATTING GEOTEXTILE FOR
ROOT WAD
JUTE MATTING.
w
0 o
EXTEND JUTE MATTING AND ASPHALT PAVEMENT SOIL STABILIZATION
BASELINE FOR LOCATING BOULDERS
Q
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
y °
u
KEY INTO NATIVE GROUND, 6" MINE
TRAIL RESTORATION
1
o
3E
a
10' LONG ROOTWAD
TRUNK WITH
—
DETAIL 2
NO SCALE
o
v
W a aw
x
MIN 18" DIA, MAX 20' DIA I
0
1
CENTER ROOTWAD I
_
AT EL 8.5
REBAR, DRIVE BAR THROUGH
LOW WATER EL B.Zf
3
EXISTING 12O
�
a
_
d
#6
CENTER OF TRUNK,' BAR SHALL
SEWER MAIN
-,E
EXTEND 6' MIN BELOW "TRUNK _ _ _
INTO SOIL W/ 6" BEND AT TOP
_ _ _ _ / APPROXIMATE CREEK
BOTTOM'EL 6.0
3'MAX
NOTE:
a
°
HANN L
1. ALL SLOPES- GREATER THAN OR EQUAL TO
ENCROACHMENT
2.5 HORIZ TO 1 VERT TO BE LINED WITH
$
ROOT WAD
JUTE MATTING.
BASELINE FOR LOCATING BOULDERS
�.
DETAIL 1
STA 0+00 (ALONG OUTSIDE WALL)
o "
NO SCALE C -1
MAXIMUM PAY WIDTH FOR EXCAVATION AND BACKFlLL
BOULDER PLAN
p
SEE ROADWAY RESTORATION
SECTION THIS DWG FINISHED GRADE CITY - FURNISHED
SCALE: 1' =10'
PRECAST BOX CULVERT
SHORING
N
°
LIND AVENUE
POINT K
ELEV. 21.98'
29.59'
- RE!!OVE EXISTING 128'x8„3' BANK RUN GRAVEL
ARCH
POINT J
IN FOUND 692 5.4111N CASE
VARIES
G GRADE - �.•"
Yl
cl
CMP CULVERTS (2) FOR TRENCH BACKFlLL
�� ��
i
RENTON CONTROL POINT 7551 t
ELEV. 2132'
FOUND MON IN CASE
E 1296518.21
.- ..,
JUTE MATTING
6" TOPSOIL TYPE A. TYP
_
N 170579.98
E 1296554.47
W
RlPRAP
((TYP)
SLOPE VARIES
a
\�
'E
MATTING
¢
IE 7.0�
EL 7.0
4' M °os's ° o " °°�
I
1
O GROUND
oo ..__._. _.._ W
c
~
TYP
BOULDER, SEE
2' MIN SPANNING GRAVEL
N
2' MIN
m
BOULDER PLAN FOR
LOCATION GEOTEXTILE FOR
CURVE DATA
3
SPAWNING
GRAVEL
S -3
PILE
SECTION A SOIL STABIIJZATION, TYP
D 11' 35' 3T
R = 2000'
�
PIPE CAP BEAM
SCALE: 1 " =5' C -1
L= 404.69' I
POINT L
GRAPHIC SCALE:
T = 203.04
ELEV. 19.82'
FOUND MON IN CASE
5 0 5 10
SEE SURVEY CONTROL
N 169269.26
I t I I I I I I
FOR CL ALIGNMENT
E 1295760.02
TYPICAL SECTION AT WINGWALL
1" = 5'
R W 45' 45' R W
CURVE DATA
D = 10' 17' 38"
POINT B
20.56'
SECTION e
10 0 10 20
I 1 I I
22 22'
R = 909.99'
L = 163.49'
ELEV.
FOUND MON IN CASE
SCALE: 1 ° =5' C -1
, , , , , , , ,
1" = 10'
®
Z
0
5' I 6'
EXISTING STEEL PIPE HANDRAIL FOR SIDEWALK
'll CURB AND GUTTER PER CITY OF
T = 81.97
N 169311.06
E 1295561.44
200 0 200 400
r
GROUND RENTON STANDARD DETAIL F001 SEE RENTON STD DETAIL H024
5 5'
POINT A
LL_t I I I
SURFACE
SIDEWALK
2%°' � '_2R
FOUND 2MON
FOUND MON IN CASE
1" = 200'
-
°a
rn
g
m
-
� �CSB
N 169327.90
E 1295461.13
POINT
y S. GPI,
� o f w,�
CALL 48 HOURS
o
/ J1 2" CLASS B ACP
2.5 4' CSBC
M
ELEV. 20.27'
b�
m
o
w°
6' CLASS E OR B ACP
BANK RUN GRAVEL OR
FOUND MON IN CASE
BEFORE YOU DIG
a
i
c
to
-
6" CSBC PREPARED SUBGRADE
6" TOPSOIL TYPE A, TYP
N 169330.13
E 1295399.17
z
IST6q 2, Q
�80o'�FL4'7�7J
ROADWAY RESTORATION SECTION
SURVEY CONTROL
for 4
o 0
S- ,0-27- 27°7 SCALE: 1' =10'
SCALE ,' =200'
Z
N- E217w01710 3
SCANNED MAR 3 0 2000
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