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ROCK WALL
3-MAN ROCKS, TYP.
VARY DIAMETER OF
ROCK TO MATCH
EXISTING GROUND
EXISTING GROUND
4
LIMIT OF EXCAVATION
STREAMBED GRAVEL,
12" MIN. DEPTH - -
v v _ 4. 0' 2.0' 2.0' 4.0'
I
--------------
-
---
I.E.
16 VARIES 6
AS REQ'D
FOR ROCK WALL
PLACEMENT TYP.
00 0 l I
o. III=
do
SEE 00 6 COMPACTED GRANULAR =il 'iil�i� _ \ UNDISTURBED GROUND, CUT SECTION
PROFILE ad �1 BACKFILL 1 1n \ COMPACTED GRANULAR
2 2
i
I
CHANNEL,
SYMMETRICAL
MINIMIZE DISTURBED
SEE PLAN FOR TOP
AREA, RESTORE PER PLAN
OF BANK TREATMENT,
HYDROSEED, SOD OR
2.0'
AS REQ'D TO MATCH
SEE PROFILE SHEET FOR
CUT OR FILL DEPTH
PLACE
TOE ROCK
UNDISTURBED GROUND
I
AS REQ'D TO MATCH
2.0'
3 MAN ROCK
GRAVEL TYP
EXISTING GROUND
*
*
EXISTING GROUND
/ ROUND INTERSECTION
�
EDGE OF
.
SET BOTTOM ON
SEE PLAN FOR TOP
BETWEEN SLOPES
ROCK AT
EXISTING GRADE
OF BANK TREATMENT,
TOE OF
HYDROSEED, SOD OR
� _
--------------------
_
-----------------------
-----
5
-- - � ,
SLOPE
GRAVEL TYP
- ----------2 -- ----
VARIES ,�/���
SEE
- - - - - - -
-
2
-- --------------------777
��
!UNDISTURBED
PROFILE'
1
GROUND, FILL SECTION
EXCAVATE AS STEEPLY BACKFILL
i AS POSSIBLE, TYP. 2 TYP1 \ EXCAVATE AS STEEPLY
ROCKERY BACKFILL, TYP. AS POSSIBLE ABOVE
00 LIMIT OF EXCAVATION
0
o a . 0 //�A 4 CONSR UC TIOAl GEOTEX TIL E
6" (REF 1.0 MIN
3.0'
PAY LIMITS
TYPICAL SECTION A - A
FC STA 0+09.35 TO FC STA 1+96.65
FC STA 7+80.00 TO FC STA 9+34.00
AS
REQ'D TO
3.0'
2.0'
2.0'
2.0'
2.0'
3.0'
AS REQ'D TO
EXISTING
GROUND
**
*
*
**
EXISTING GROUND
EXISTING
GROUND
---------- --
------------- ------ -
-------
------
-------
---
-------------
�i =
I-1 i 1-
2
1. E.
-
2 -III=1
II
VARIES,
1 !
SEE
\
PROFILE-7
I
20 1
1
2
N z
2
1
C�
1 F_
2 TYP.
STREAMBED GRAVEL,
12" MIN. DEPTH -
_
-
ROUND INTERSECTION
BETWEEN CUT SLOPE
SEE PLAN FOR TOP
OF BANK TREATMENT,
HYDROSEED, SOD OR
GRAVEL TYP
UNDISTURBED GROUND
EXCAVATE AS STEEPLY
AS POSSIBLE, ABOVE
GRAVEL BREAK POINT, TYP.
COMPACTED GRANULAR
BACKFILL
LIMIT OF EXCAVATION
STREAMBED GRAVEL,
12" MIN. DEPTH
2.2' 2.2' 4.8'
CHANNEL,
SYMMETRICAL
TYPICAL SECTION D - D
FC STA 9+46.00 TO FC STA 14+00.23
LIMIT OF EXCAVATION ' d0
00
0
P 0
X 0
STREAMBED GRAVEL,
12" MIN. DEPTH
VARIES AS REQ'D
SEE PLAN TO MATCH
EXISTING GROUND
2
I
I 1-d
1. E. - I,
VARIES,
SEE J
PROFILE C-)� `� J
0 Q N
0
o ----
0
CHANNEL
SYMMETRICAL
SYMMETRICAL ** BENCH WIDTH VARIES TO
0' AT TRANSITIONS, SEE PLAN
TYPICAL SECTION B - B TYPICAL SECTION E - E
MC STA 6+68 TO MC STA 7+02
FC STA 2+08.65 TO FC STA 3+90.00
FC STA 5+60.00 TO FC STA 7+68.00
AS REQ'D TO 3.0, 2.0' 2.0' 2.0' 2.0' 3.0' AS REQ'D TO
EXISTING GROUND EXISTING GROUND
EXISTING GROUND-, �
----__- -A -------------- - ------------
I,I
ICI � III- 2 - - , 1. E. � 2 I-lillll
VARIES,
SEE
1 20 TYP. PROFILE
1Ln
2 1 N 2
2 TYP.
STREAMBED GRAVEL
12" MIN. DEPTH
1'-0" IMPERVIOUS LAYER,
SEE SPECIAL PROVISIONS
FOR SPECIFICATIONS
SYMMETRICAL
TYPICAL SECTION C - C
FC STA 3+90.00 TO FC STA 5+60.00
ROUND INTERSECTION
BETWEEN CUT SLOPE
SEE PLAN FOR TOP
OF BANK TREATMENT,
HYDROSEED, SOD OR
GRAVEL TYP
UNDISTURBED GROUND
EXCAVATE AS STEEPLY
AS POSSIBLE, ABOVE
GRAVEL BREAK POINT, TYP.
COMPACTED GRANULAR
BACKFILL
LIMIT OF EXCAVATION
* VARIES TO CULVERT WIDTH AT
TRANSITIONS, SEE PLAN
Pl jp of L aw /farm . No > . vc Sod A jd ed
A ffx QO' 017 Center -
VARIES
�'I 1
STREAMBED GRAVEL,
12" MIN. DEPTH
1�
2 MIN
GRAVEL BREAK POINT, TYP.
ROUND INTERSECTION
AT TOP OF CUT SLOPE
SEE PLAN FOR TOP
OF BANK TREATMENT,
HYDROSEED, SOD OR
GRAVEL TYP
UNDISTURBED GROUND
COMPACTED GRANULAR BACKFILL
EXCAVATE AS STEEPLY
AS SAFELY POSSIBLE, TYP
ROCKERY BACKFILL
1' THICK
3 MAN ROCKS
SEE TYPICAL SECTION A -A
- C''q/VS rRuCT/ON GEOTEXruR
SEE PLAN FOR
BOTTOM DIMENSION
I
DO NOT DISTURB EXISTING
GROUND OF LEFT BANK
MATCH EXISTING
CHANNEL INVERT
Ln
/
N
APPROX EXIST
CHANNEL
TYPICAL SECTION F - F
(LOOKING DOWNSTREAM)
MC STA 7+80 TO MC STA 9+50
SCALE 0 3
3/8" = 1'-0"
EXCEPT AS NOTED
6 FEET
Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
CHANNEL
TYPICAL TOE ROCK DETAIL
SECTION G - G
SEE PLANS FOR LOCATIONS
SEE PLAN FOR TOP OF BANK TREATMENT,
HYDROSEED, SOD OR GRAVEL TYP
MATCH EXISTING GROUND -
GRANULAR BACKFILL FOR SLOPES 2H:1V
2' THICK RIPRAP FOR SLOPES LESS THAN 2H: 1 V
SEE PLAN SEE PLAN E \ \
0 Q J VARIES - - \�
J
Q 1 z U
�i Q i
Y : _j
CONs7RucTioN GEOTFXTIL.r-
d_ 6
00
0,1
ROCKERY BACKFILL
1' THICK
CHANNEL
3 MAN ROCKS
SEE TYPICAL SECTION A -A
SECTION H - H
TYPICAL TRANSITION SECTION
APPLICABLE TO MC STATIONS
SEE PLAN FOR DIMENSION
TO TOE OF SLOPE
ROUND INTERSECTION 1_ 2'
BETWEEN CUT SLOPE
-------------
\III11
## SLOPE VARIES AT TRANSITIONS
SEE DETAILS 3 AND 4, SHEET 6
EXPIRES 12-21-99
5' MAX PAY LIMITS
i
T\VS�AA�AA���
UNDISTURBED GROUND
COMPACTED GRANULAR
BACKFILL
EXCAVATE AS STEEPLY
AS POSSIBLE, ABOVE
GRAVEL BREAK POINT, TYP.
LIMIT OF EXCAVATION
MC
I
ERESTORE 3" ASPHALT
TO SAWCUT EDGE
I
EXISTING ASPHALT
APPROVED
BY D DATF_u6-�8
7-.2 460
SCANNFID N`AR 3 0 2000