g-001 - title sheet-g-001 · 2018. 6. 28. · mmmmmmmmm yyyy xxxxxx-xx-x-xxxx xxxxxx-xx-x-xxxx...
TRANSCRIPT
-
20°
24"24"18"18"
CLST
CLST
24"
18"
18"30"
8"10"
24"60"
CLST CLST
H2O
H2O
H2O
8"8"
8"8"
8"8"
8"8"
8"8"
8" 8" 8" 8"
8"8"
8"8"
H2O
10"
EXL 145+
00
EXL 146
+00
EXL 1
47+0
0
EXL 1
48+0
0
EXL 1
49+0
0
EXL 1
50+0
0
EXL 1
51+00
EXL 152
+00
EXL 153
+00
EXL 154
+00
EXL 155+00
EXL 156
+00
EXL 1
57+00
EXL 1
58+0
0
EXL
159+
00
EXL
160+
00
EXL
161+
00
EXL 1
62+0
0
EXL 1
63+0
0EX
L 164
+00
EXL 1
65+0
0EX
L 166
+00E
XL 1
67+0
0
EXL
168+
00
EXL
169+
00
EXL
170+
00
EX
L 17
1+00
EXL
172+
00
EXL
173+
00
EXL
174+
00
EXL
175+
00
EXL 1
76+0
0
EXL 1
77+00
EXL 178+
00
EXL 179+00
EXL 180+00
EXL 181+00
EXL 182+00
EXL 183+00 EXL 184+00
EXL 185+00
EXL 186+00
EXL 187+00
EXL 188+00
EXL 189+00
EXL 190+00
EXL 191+00
EXL 192+00 EXL 193+00
RM15.4
RM15.5
RM15.6
RM15.7
RM15.8
RM15.9
RM16.0
RM16.1
LEGEND
FLOOD WALL
EDGE OF BENCH
SHORING WALL
EXISTING POOL
LHS TYPE A
LHS TYPE B
LHS TYPE C
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
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D B
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DA
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CO
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AC
T N
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CH
EC
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D B
Y:
DR
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N B
Y:
ISS
UE
DA
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SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
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SE
ATT
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OV
ER
ALL
HA
BIT
AT
PLA
N
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
100' 200'0
N
FLOWGREEN RIVER
HABITAT SITE PLAN 4
HABITAT SITE PLAN 3
HABITAT SITE PLAN 2
HABITAT SITE PLAN 1
SHORING WALL
EDGE OF BENCH
SITE
2
SITE 3
DRAFT - SUBJECT TO CHANGE
AutoCAD SHX TextSDCO
-
8"
8"
8"
8"
H2OH2OH2O
10"
EXL 148+00 EXL 149+00 EXL 150+00
EX
L 151+00
EXL 152+00
EXL 153+00
EXL 154+00
EXL 155+00
EX
L 156+00
EXL 157+00
EXL 158+00
EXL 159+00
RM15.4
30
LEGEND
FLOOD WALL
EDGE OF BENCH
SHORING WALL
EXISTING POOL
LHS TYPE A
LHS TYPE B
LHS TYPE C
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BM
ITTE
D B
Y:
DA
TE
CO
NTR
AC
T N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
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SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
®US Army Corpsof Engineers
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C-402
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SIT
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LAN
1
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
N
40' 80'0
MAT
CH
LIN
E EX
L ST
A 15
8+00
POB
STA
EXL
153+
00
FLOWGREEN RIVER
AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
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WA
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ATT
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84-9
9 LE
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AB
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ATI
ON
35% DESIGN - NOT FOR CONSTRUCTION
DRAFT - SUBJECT TO CHANGE
AutoCAD SHX TextSDCO
-
H2OH2O
H2O
H2O
H2O
H2O
H2O
H2O
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"8"
8"8"
8"
8"
8"
8"
H2O
H2O
H2O
EXL 155+00
EXL 156+00
EXL 157+00
EXL 158+00
EXL 159+00
EXL 160+00
EXL 161+00
EXL 162+00
EXL 163+00
EXL 164+00
EXL 165+00
EXL 166+00
EXL 167+00
RM15.4
RM15.5
RM15.6
2030
1020
10
2030
102030
12
30
12
LEGEND
FLOOD WALL
EDGE OF BENCH
SHORING WALL
EXISTING POOL
LHS TYPE A
LHS TYPE B
LHS TYPE C
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BM
ITTE
D B
Y:
DA
TE
CO
NTR
AC
T N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
TE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®US Army Corpsof Engineers
U.S
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S O
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C-403
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BIT
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SIT
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LAN
2
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
N
40' 80'0
MATCHLINE STA EXL 158+00
LHS TYPE A
STA EXL 158+50
END
LHS
TYPE
AMA
TCHL
INE S
TA EX
L 166
+00
BEGI
N ACC
ESS
END A
CCES
S
EDGE OF BENCH
FLOWGREEN RIVER
SHORING WALL
4C-409
ACCESS RAMP
STA E
XL 16
4+10
1C-406 1
LHS A
STA E
XL 16
4+50
STA
EXL 1
62+0
0
BEGIN LHS TYPE A
FLOOD WALL
EXISTING POOL
AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
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AR
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AL
WA
Y S
SE
ATT
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KIN
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SH
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K, G
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84-9
9 LE
VE
E R
EH
AB
ILIT
ATI
ON
35% DESIGN - NOT FOR CONSTRUCTION
DRAFT - SUBJECT TO CHANGE
AutoCAD SHX TextSDCO
-
24"
24"
18"
18"
CLST
CLST
24"
18"
18"30"
8" 10"
24"
60"
CLSTCLST
H2OH2O
H2O
H2O
H2O
H2O
H2O EXL 165+00
EXL 166+00
EXL 167+00
EXL 168+00 EXL 169+00
EXL 170+00
EX
L 171+00
EXL 172+00
EXL 173+00
EXL 174+00
EXL 175+00
EXL 176+00
EXL 177+00
EXL 178+00
RM15.6
RM15.7
RM15.8
102030
12
30
12
1212
20
30
2030
12
30
30
12
LEGEND
FLOOD WALL
EDGE OF BENCH
SHORING WALL
EXISTING POOL
LHS TYPE A
LHS TYPE B
LHS TYPE C
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BM
ITTE
D B
Y:
DA
TE
CO
NTR
AC
T N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
TE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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U.S
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CO
RP
S O
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C-404
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SIT
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LAN
3
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
40' 80'0
N
LHS TYPE
B AND C
MATC
HLIN
E STA
EXL 1
66+0
0
EDGE OF BENCH
FLOWGREEN RIVER
SHORING WALL
BEGI
N LH
S TYP
E B AN
D C
2C-407
LHS B-1
2C-407
LHS B-2
3C-408
LHS C-1
2C-407
LHS B-32C-407
LHS B-42C-407
LHS B-52C-407
LHS B-6
2C-407
LHS B-7
3C-408
LHS C-2
3C-408
LHS C-3
3C-408
LHS C-4
2C-407
LHS B-8
3C-408
LHS C-5
MATCHLINE STA EXL 177+00
AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
E M
AR
GIN
AL
WA
Y S
SE
ATT
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ISTR
ICT
KIN
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SH
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TUK
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PL
84-9
9 LE
VE
E R
EH
AB
ILIT
ATI
ON
35% DESIGN - NOT FOR CONSTRUCTION
DRAFT - SUBJECT TO CHANGE
-
24"
24"
18"18"
CLST
24"
EXL 176+00
EXL 177+00
EXL 178+00
EXL 179+00
EXL 180+00
EXL 181+00
EXL 182+00
EXL 183+00 EXL 184+00
EXL 185+00
EX
L 186+00
EX
L 187+00
EX
L 188+00
EXL 189+00
EX
L 190+00
RM15.8
RM15.9
RM16.0
12
30
30
12
30 12
30
12
30
101012
LEGEND
FLOOD WALL
EDGE OF BENCH
SHORING WALL
EXISTING POOL
LHS TYPE A
LHS TYPE B
LHS TYPE C
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BM
ITTE
D B
Y:
DA
TE
CO
NTR
AC
T N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
TE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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U.S
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CO
RP
S O
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NG
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C-405
HA
BIT
AT
SIT
E P
LAN
4
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
N
40' 80'0
MATCHLINE STA EXL 177+00
TOE OF BENCH
FLOWGREEN RIVER
SHORING WALL
3C-408
LHS C-6
END
LHS
TYPE
B A
ND C
LHS TYPE B AN
D C
3C-408
LHS C-7
3C-408
LHS C-8
3C-408
LHS C-9
3C-408
LHS C-10
3C-408
LHS C-11
3C-408
LHS C-12
3C-408
LHS C-13
3C-408
LHS C-14
PO
E S
TA E
XL 188+00
STA
EXL
182+
50
AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
E M
AR
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AL
WA
Y S
SE
ATT
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KIN
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84-9
9 LE
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EH
AB
ILIT
ATI
ON
35% DESIGN - NOT FOR CONSTRUCTION
EXISTING POOL
DRAFT - SUBJECT TO CHANGE
-
0 10 20 30 40 50 60-20 -10
8'±
BENCH WIDTH VARIES 31' - 40'
PROPOSED SHORING WALL
GAP VARIES 0 - 20'
6'±
EXISTING BANK
PROPOSED BENCH
CHAIN CONNECTION (TYP)
25' (
TYP
)
SEE PLANTING PLAN
2000 CFS WSEFEB-MAY AVERAGE WSEL
41
2' OVERHANG
FLOW
EDGE OF BENCH
PROPOSED SHORING WALL
75'CONTINUES
SIMILARCONTINUES
SIMILAR
22'±
PLANTING ZONESEE PLANTING PLAN
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
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TIO
N
1
A
MA
RK
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SU
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D B
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DA
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CO
NTR
AC
T N
O.:
CH
EC
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D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
TE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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U.S
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MY
CO
RP
S O
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S
AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
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AR
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AL
WA
Y S
SE
ATT
LE D
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KIN
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SH
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TON
TUK
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PL
84-9
9 LE
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E R
EH
AB
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ATI
ON
35% DESIGN - NOT FOR CONSTRUCTIONC-406
LHS
TY
PE
A D
ETA
ILS
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
1 LHS TYPE A TYPICAL 75-FOOT PLAN0 5' 10'
A-
A LHS TYPE A TYPICAL SECTION0 5' 10'
B LHS TYPE A LOG SCHEDULE FOR ENTIRE STRUCTURE
LOG DIAMETER AT BREASTHEIGHT (IN)
MIN LENGTH (FT) ROOTWAD MIN ROOTWADDIAMETER (FT)
QUANTITY
B 22-26 20 YES 5' 18
C 22-26 30 YES 5' 36
TOTAL LOGS 54
RACKING 4-12 15 OPTIONAL - 470
SLASH (CY) 1-6 3 - - 470
PILE 14 (BUTT) 35 - - 29
REFC-403
DRAFT - SUBJECT TO CHANGE
-
0 10 20 30 40 50 60-20 -10
PROPOSED SHORING WALLPROPOSED SHORING WALL
8' ±
EXISTING BANK
PROPOSED BANK
CHAIN CONNECTION (TYP)
BENCH WIDTH VARIES 17' - 22'
RACKING LOGS (TYP)
25' T
YP
GAP VARIES 0' - 3'
2000 CFS WSEFEB-MAY AVERAGE WSEL
41
3'± OVERHANG
FLOW
PROPOSED SHORING WALL
EDGE OF BENCH
CHAIN CONNECTION (4 TYP)
PIL
ES
MIN
5' O
FFS
ET
FRO
M S
HO
RIN
G W
ALL
20'±
40'±
PLANTING ZONESEE PLANTING PLAN
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BM
ITTE
D B
Y:
DA
TE
CO
NTR
AC
T N
O.:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
TE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®US Army Corpsof Engineers
U.S
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MY
CO
RP
S O
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AN
SI D
XX
XX
XX
-XX
-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
E M
AR
GIN
AL
WA
Y S
SE
ATT
LE D
ISTR
ICT
KIN
G C
OU
NTY
, WA
SH
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TON
TUK
WIL
A L
EV
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, LE
FT B
AN
K, G
RE
EN
RIV
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PL
84-9
9 LE
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E R
EH
AB
ILIT
ATI
ON
35% DESIGN - NOT FOR CONSTRUCTIONC-407
LHS
TY
PE
B D
ETA
ILS
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
2 LHS TYPE B TYPICAL PLAN0 5' 10'
A-
A LHS TYPE B TYPICAL SECTION0 5' 10'
B LHS TYPE B LOG SCHEDULE PER EACH STRUCTURE
LOG DIAMETER AT BREASTHEIGHT (IN)
MIN LENGTH (FT) ROOTWAD MIN ROOTWADDIAMETER (FT)
QUANTITY
B 22-26 20 YES 5' 8
D 22-26 40 YES 5' 3
TOTAL LOGS 11
RACKING 4-12 15 OPTIONAL - 70
SLASH (CY) 1-6 3 - - 95
PILE 14 (BUTT) 35 - - 4
REFC-404
DRAFT - SUBJECT TO CHANGE
-
0 10 20 30 40 50 60-20 -10
PROPOSED SHORING WALL
10' ±
EXISTING BANK
PROPOSED BANK
CHAIN CONNECTION (TYP)
BENCH WIDTH VARIES 11' - 17'
HE
IGH
T V
AR
IES
8' T
O 1
3'
RACKING LOGS (TYP)
25' T
YP
GAP VARIES 0' - 3'
2000 CFS WSEFEB-MAY AVERAGE WSEL
5'± OVERHANG
41
FLOW
PROPOSED SHORING WALL
EDGE OF BENCH
CHAIN CONNECTION (6 TYP)
PIL
ES
MIN
5' O
FFS
ET
FRO
M S
HO
RIN
G W
ALL
16'±
30'±
SO
LIC
ITA
TIO
N N
O.:
DE
SIG
NE
D B
Y:
DE
SC
RIP
TIO
N
1
A
MA
RK
SIZ
E:
SU
BM
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D B
Y:
DA
TE
CO
NTR
AC
T N
O.:
CH
EC
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D B
Y:
DR
AW
N B
Y:
ISS
UE
DA
TE:
SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
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U.S
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XX
XX
XX
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-X-X
XX
X
XX
XX
XX
-XX
-X-X
XX
X
MM
MM
MM
MM
M Y
YY
Y
SE
ATT
LE, W
A 9
8134
4735
E M
AR
GIN
AL
WA
Y S
SE
ATT
LE D
ISTR
ICT
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G C
OU
NTY
, WA
SH
ING
TON
TUK
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A L
EV
EE
, LE
FT B
AN
K, G
RE
EN
RIV
ER
PL
84-9
9 LE
VE
E R
EH
AB
ILIT
ATI
ON
35% DESIGN - NOT FOR CONSTRUCTIONC-408
LHS
TY
PE
C D
ETA
ILS
J. B
JOR
K
J. S
MIT
H
J. B
JOR
K
J. B
JOR
K
3 LHS TYPE C TYPICAL PLAN0 5' 10'
A-
A LHS TYPE C TYPICAL SECTION0 5' 10'
LOG DIAMETER AT BREASTHEIGHT (IN)
MIN LENGTH (FT) ROOTWAD MIN ROOTWADDIAMETER (FT)
QUANTITY
A 22-26 15 YES 5' 7
B 22-26 20 YES 5' 4
C 22-26 30 YES 5' 2
TOTAL LOGS 13
RACKING 4-12 15 OPTIONAL - 60
SLASH (CY) 1-6 3 - - 85
PILE 14 (BUTT) 40 - - 4
B LHS TYPE C LOG SCHEDULE PER EACH STRUCTURE
REFC-404
DRAFT - SUBJECT TO CHANGE
-
2293
14282521
1536
1835
1805
2286
602
5795
732
1183
3587
357
423
834
685
477
1622
535
TOE OF HABITAT
10627
2
1
3
FLOOD WALL
SHORING WALL
C-502
C-502
C-502
EXL 152
+00
EXL 153+
00
EXL 154
+00
EXL 155+00
EXL 156
+00
EXL 1
57+00
EXL 1
58+0
0
EXL
159+
00
EXL
160+
00
EXL
161+
00
EXL 1
62+0
0
EXL 1
63+0
0
EXL 1
64+0
0
EXL 1
65+0
0
EXL 1
66+0
0
EXL
167+
00
EXL
168+
00
EXL
169+
00
EXL
170+
00
EXL
171+
00
EXL
172+
00
EXL
173+
00
EXL
174+
00
EXL 1
75+0
0
EXL 1
76+00
EXL 17
7+00
EXL 178+
00
EXL 179+00
EXL 180+00
EXL 181+00
EXL 182+00
EXL 183+00 EXL 184+00
EXL 185+00
EXL 186+00
EXL 187+00
EXL 188+00
EXL 189+00
EXL 190
EX
SITE 3
SITE 2
SITE
3
SITE 2
0
100 200 500 FEET
2293 3587357423834685477
1622
535
142825211536183518052286
602
106271183732
57958520 14306 18337
4' to 12'
13' to 20'
21' or greater
AREA TAKEOFFS LEGENDVEGETATION ZONE WIDTHS4'-12' 13'-20' > 21'
VEGETATION ZONE
IN SQUARE FEET
SOLI
CIT
ATIO
N N
O.:
DES
IGN
ED B
Y:
DES
CR
IPTI
ON
1
A
MAR
KSI
ZE:
SUBM
ITTE
D B
Y:
DAT
E
CO
NTR
ACT
NO
.:C
HEC
KED
BY:
DR
AWN
BY:
ISSU
E D
ATE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®US Army Corpsof Engineers
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
C-501
OVE
RAL
L PL
ANTI
NG
PLA
N
PL 8
4-99
LEV
EE R
EHAB
ILIT
ATIO
NTU
KWIL
A LE
VEE,
LEF
T BA
NK,
GR
EEN
RIV
ERKI
NG
CO
UN
TY, W
ASH
ING
TON
SEAT
TLE,
WA
9813
4
SEAT
TLE
DIS
TRIC
T47
35 E
MAR
GIN
AL W
AY S
F. G
LIC
K
P. S
OR
EY
F. G
LIC
K
F. G
LIC
K
ANSI
D
35% DESIGN - NOT FOR CONSTRUCTION
3C-502
2C-502
C-5021
DRAFT - SUBJECT TO CHANGE
-
GREEN RIVER
14' (
TYP.
)
14' (
TYP .
)
GREEN RIVER
GREEN RIVER
SMALL SIZE TREES
HABITAT BENCH
& SHRUBS
+ 20' DIA.+ 20' DIA.
+ 20' DIA.
SHORING WALL
TOE OF VEGETATED ZONE
TOE OF HABITAT BENCH
8' (T
YP.)
SHR
UBS
ON
LY8'
(TYP
.)SH
RU
BSO
NLY
8' (T
YP.)
SHR
UBS
ON
LY
14' (
TYP.
)
SMALL TO MEDIUM SIZE TREES& SHRUBS
SMALL, MEDIUM AND LARGE SIZE TREES& SHRUBS
TOE OF HABITAT BENCH
HABITAT BENCH
TOE OF VEGETATED ZONE
SHORING WALL
TOE OF HABITAT BENCH
HABITAT BENCH
TOE OF VEGETATED ZONE
SHORING WALL
SMALL TREE
+ 35' DIA.+ 35' DIA.
+ 20' DIA.
+ 35' DIA.+ 50' DIA.
MEDIUM TREE
LARGE TREE
SHRUBS
SHRUBS
SHRUBS
0
10 20 50 FEET
SOLI
CIT
ATIO
N N
O.:
DES
IGN
ED B
Y:
DES
CR
IPTI
ON
1
A
MAR
KSI
ZE:
SUBM
ITTE
D B
Y:
DAT
E
CO
NTR
ACT
NO
.:C
HEC
KED
BY:
DR
AWN
BY:
ISSU
E D
ATE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®US Army Corpsof Engineers
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
NOTES:
1. SEE CIVIL SHEETS FOR LOCATION OFTOE OF HABITAT BENCH.
2. RIVERWARD SIDE (TOE) OF VEGETATED ZONE SHALLBEGIN 14' LANDWARD OF TOE OF HABITAT BENCH.AND EXTEND TO SHORING WALL.
3. SEE SHEETS C-401 THROUGH C-405 FOR LOCATIONSOF LARGE WOOD STRUCTURES.
VEGETATED ZONE - 21' TO 31' WIDTH: TYPICAL 100' PLAN
VEGETATED ZONE - 13' TO 20' WIDTH: TYPICAL 100' PLAN
VEGETATED ZONE - 4' TO 12' WIDTH: TYPICAL 100' PLAN
3
2
1
C-502
PLAN
TIN
G Z
ON
E PL
AN
PL 8
4-99
LEV
EE R
EHAB
ILIT
ATIO
NTU
KWIL
A LE
VEE,
LEF
T BA
NK,
GR
EEN
RIV
ERKI
NG
CO
UN
TY, W
ASH
ING
TON
SEAT
TLE,
WA
9813
4
SEAT
TLE
DIS
TRIC
T47
35 E
MAR
GIN
AL W
AY S
F. G
LIC
K
P. S
OR
EY
F. G
LIC
K
F. G
LIC
K
ANSI
D
35% DESIGN - NOT FOR CONSTRUCTION
100'
DRAFT - SUBJECT TO CHANGE
-
SOLI
CIT
ATIO
N N
O.:
DES
IGN
ED B
Y:
DES
CR
IPTI
ON
1
A
MAR
KSI
ZE:
SUBM
ITTE
D B
Y:
DAT
E
CO
NTR
ACT
NO
.:C
HEC
KED
BY:
DR
AWN
BY:
ISSU
E D
ATE:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®US Army Corpsof Engineers
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
C-503
PLAN
TIN
G S
CH
EDU
LE
PL 8
4-99
LEV
EE R
EHAB
ILIT
ATIO
NTU
KWIL
A LE
VEE,
LEF
T BA
NK,
GR
EEN
RIV
ERKI
NG
CO
UN
TY, W
ASH
ING
TON
SEAT
TLE,
WA
9813
4
SEAT
TLE
DIS
TRIC
T47
35 E
MAR
GIN
AL W
AY S
F. G
LIC
K
P. S
OR
EY
F. G
LIC
K
F. G
LIC
K
ANSI
D
35% DESIGN - NOT FOR CONSTRUCTION
DRAFT - SUBJECT TO CHANGE