A07.01-Atch_01_Plans_2of2.pdf
PDF 15 MB Posted
- Attached to
- Hamilton City Phase 2A Construction Project Federal contract opportunity
- Solicitation number
- W91238-17-R-0040
About this file
Hamilton City Phase 2a, Sheet C-202 through CD-303. It has been reported that the file (as originally uploaded on July 13 with the Solicitation) was damaged. FBO may not be able to handle such a large file size. So, the Project Plans have been split into two files to reduce the size for easier download.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A07.06-ProjNET_Inquiries_w_GOV_reply.pdf | ||
| A07.02-17R0040_AMD_01.pdf | ||
| A07.02-Atch_02_Specifications_9Aug17.pdf | ||
| A07.01-Atch_03_Davis_Bacon_Wage_Determination_4Aug17.pdf | ||
| A07.02-Atch_04_Plan_Sheet_G-111_9Aug17.pdf | ||
| A07.05-Site_Visit_Sign_In_Roster.pdf | ||
| A07.01-Atch_01_Plans_1of2.pdf | ||
| A07.01-Atch_01_Plans_8May2017.7z | 7Z file | |
| A07.01-Atch_03_Davis_Bacon_Wage_Determination_7Jul17.pdf | ||
| A07.01-Atch 02 Specifications 8May2017.pdf | ||
| A07.01-Solicitation.pdf |
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Text version
EXISTING GROUND
LANDSIDE DRAINAGE DITCH INVERT CONTROL
EXISTING GROUND
LANDSIDE DRAINAGE DITCH INVERT CONTROL
47+25 48+00 50+00 52+00 54+00 56+00 56+75
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EL. 143.41
EL. 143.55
56+75 58+00 60+00 62+00 64+00 65+32
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EL. 143.41 EL. 143.16
SEE ALIGNMENT CONTROL DATA ON SHEET G-1084.
SEE PLAN VIEW ON SHEETS C-104 TO C-1103.
SEE TYPICAL SECTIONS ON SHEET C-3032.
DITCH ALIGNMENT
STATIONING IS REFERENCED TO LANDSIDE DRAINAGE 1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
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T O D
IS
T R
IC
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J S
T R
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S A
C R
A M
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C A
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IF
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S A
C R
A M
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T O
C A
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S E D
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IG
N
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C A
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T A
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C M
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C A
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IF
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G L E
N N C
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H A
M
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T O
N C
IT
Y F
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A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-202
S T
A T
O S
T A
L A
N D
S
ID
E D
R A
IN
A G
E D
IT
C H P
R O
F
IL
E
PROFILE
PROFILE
STA. 56+75 TO STA. 65+32
STA. 47+25 TO STA. 56+75
65+32 66+00 68+00 70+00 72+00 74+00 74+70
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EXISTING GROUND
EL. 141.44
EL. 143.16
:1 2
:1
E le v
.9
E le v
.0
P V I
APPROXIMATE LOCATION
10" PG&E GAS LINE
P V I
74+70 76+00 78+00 80+00 82+00 84+00 84+15
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EL. 141.44
EL. 140.30
EXISTING GROUND
OPTION 1BASE CONTRACT
NATURAL GAS PIPELINE
MAINTAIN MINIMUM DISTANCE OF 20 FT FROM PG&E 5.
SEE ALIGNMENT CONTROL DATA ON SHEET G-1084.
SEE PLAN VIEW ON SHEETS C-104 TO C-1103.
SEE TYPICAL SECTIONS ON SHEET C-3032.
DITCH ALIGNMENT
STATIONING IS REFERENCED TO LANDSIDE DRAINAGE 1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
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A N
S I
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S A
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A M
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T O D
IS
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J S
T R
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S A
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-H
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S E D
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N
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C A
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G L E
N N C
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N T
Y
H A
M
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T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-203
S T
A T
O S
T A
L A
N D
S
ID
E D
R A
IN
A G
E D
IT
C H P
R O
F
IL
E
PROFILE
PROFILE
STA. 74+70 TO STA. 84+15
STA. 65+32 TO STA. 74+70
84+15 86+00 88+00 90+00 92+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EXISTING GROUND
EL. 140.30
P V I .9
P V I .9
P V I .8
E le v
.0
E le v
.6
E le v
.5
E le v
.5
P
V I
SEE ALIGNMENT CONTROL DATA ON SHEET G-1084.
SEE PLAN VIEW ON SHEETS C-104 TO C-1103.
SEE TYPICAL SECTIONS ON SHEET C-3032.
DITCH ALIGNMENT
STATIONING IS REFERENCED TO LANDSIDE DRAINAGE 1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-204
S T
A T
O S
T A
L A
N D
S
ID
E D
R A
IN
A G
E D
IT
C H P
R O
F
IL
E
PROFILE
STA. 84+15 TO STA. 92+00
88+00 90+00 90+60
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EXISTING GROUND
EL. 136.94
EL. 137.00
WATERSIDE DRAINAGE DITCH INVERT CONTROL
INVERT CONTROL
WATERSIDE DRAINAGE DITCH
90+60 92+00 94+00 96+00 98+00 100+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
E L E
V A
T
IO
N F
T
N G
V D
EL. 136.94
EXISTING GROUND
EL. 136.47
SEE ALIGNMENT CONTROL DATA ON SHEET G-1084.
SEE PLAN VIEW ON SHEETS C-110 TO C-1123.
SEE TYPICAL SECTIONS ON SHEET C-3032.
DITCH ALIGNMENT
STATIONING IS REFERENCED TO WATERSIDE DRAINAGE 1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
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N
IA
S A
C R
A M
E N
T O
C A
IN
-H
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S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-205
S T
A T
O S
T A
W A
T E
R S
ID
E D
R A
IN
A G
E D
IT
C H P
R O
F
IL
E
PROFILE
PROFILE
STA. 88+00 TO STA. 90+60
STA. 90+60 TO STA. 100+00
WATERSIDE DRAINAGE DITCH INVERT CONTROL
:1
100+00 102+00 104+00 106+00 108+00 110+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
170170
E L E
V A
T
IO
N F
T
N G
V D
EXISTING GROUND
EL. 136.47
E le v
.0
P
V I .5
SEE ALIGNMENT CONTROL DATA ON SHEET G-1084.
SEE PLAN VIEW ON SHEETS C-110 TO C-1123.
SEE TYPICAL SECTIONS ON SHEET C-3032.
DITCH ALIGNMENT
STATIONING IS REFERENCED TO WATERSIDE DRAINAGE 1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
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S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
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N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-206
S T
A T
O S
T A
W A
T E
R S
ID
E D
R A
IN
A G
E D
IT
C H P
R O
F
IL
E
PROFILE
STA. 100+00 TO STA. 110+00
T O
FILL.
CUT PRIOR TO PLACEMENT OF EMBANKMENT
ALL EXCAVATED SLOPES SHALL BE BENCH
NOTE:
CL
CL
EXCAVATED SLOPE SURFACE
2'
EMBANKMENT FILL
EMBANKMENT FILL
EMBANKMENT FILL
SURFACE COURSE MATERIAL.
COURSE FOR REQUIREMENTS OF AGGREGATE
SEE SPEC. SEC. 32 15 00 AGGREGATE SURFACE 4.
MUST BE 8 FT.
LEVEE ALIGNMENT THE OBSERVATION TRENCH DEPTH
BETWEEN STA. 41+75 AND 49+75 OF THE SETBACK 3.
SECTION 31 00 00 EARTHWORK.
BERM, AND RAMP SURFACES PER SPECIFICATION
PLACE TOPSOIL ON THE LEVEE EMBANKMENT, SEEPAGE 2.
PREPARATION AND FILL PLACEMENT REQUIREMENTS.
SEE SPEC. SEC. 31 00 00 EARTHWORK FOR SUBGRADE 1.
NOTES:
LEVEE TYPICAL SECTION
N.T.S.
N.T.S.
N.T.S.
1.5:1 1.
5:
1.
5:
11.5:1
3:1 3:1
3:13:1
3:1 3:1
LANDSIDE
1.5:1 1.
5:
SETBACK LEVEE CONTROL ELEVATION
SETBACK LEVEE CONTROL ELEVATION
SETBACK LEVEE CONTROL ELEVATION
LANDSIDE TURNOUT TYPICAL SECTION
WATERSIDE TURNOUT TYPICAL SECTION
LANDSIDE
LANDSIDE
WATERSIDE
WATERSIDE
WATERSIDE
N.T.S.
SLOPE
LEVEE SIDE
GROUND
EXISTING
N.T.S.
BENCHING DETAIL
6"
12'
1' SHOULDER (TYP)
LEVEE CROWN TYPICAL SECITON
N.T.S.
WATERSIDE LANDSIDE
SETBACK LEVEE CONTROL ELEVATION
-2%
15'
15'
24'
24'
21'
21'
8'
8'
8'
1'
0.5'
1'
0.5'
1'
0.5'
1'
0.5'
15'
15'15'
15' 15'
15'15'
ROAD TYPICAL SECTION
WATERSIDE MAINTENANCE
N.T.S.
SLOPE
LEVEE SIDE
GROUND
EXISTING
15'
-2%
.5
1:1
TYPICAL SECTION
LANDSIDE MAINTENANCE ROAD
0.5'
T
Y P
T
Y P
T
Y P
TRENCH
OBSERVATION
TRENCH
OBSERVATION
TRENCH
OBSERVATION
7.5'
7.5'
3:1
RANDOM FILL
RANDOM FILL
CL
CL
-2%
-2%-2%
-2%
-2%
F E
N C
E
D E
E R
F E
N C
E
D E
E R
F E
N C
E
D E
E R
-2% -2%
-2% -2%
-2%
-2%
-2%
-2% -2%
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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B M
IT
T E
D B
Y
P L
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C A
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P L
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A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-301
T Y
P
IC
A L L
E V
E E S
E C
T
IO
N S
6"
SURFACE COURSE
6" AGGREGATE
SEE NOTES
6" AGGREGATE SURFACE COURSE
SCALE: 1" = 5'
-2%
STA. 88+00 TO STA. 112+70.70
4.5'2'1'
3:1 3:1 3:1 3:13:1 3:1
GROUND
EXISTING
N.T.S.
GROUND
EXISTING
GROUND
EXISTING
EXCAVATION LIMITS
NORTH DRAINAGE DITCH
EXCAVATION LIMITS
NORTH DRAINAGE DITCH
EXCAVATION LIMITS
NORTH DRAINAGE DITCH
FROM 1 FT TO 2 FT.
TRANSITION DITCH BOTTOM WIDTH
BETWEEN STA. 1+90 AND STA. 2+00
NOTE:
FROM 2 FT TO 4.5 FT.
TRANSITION DITCH BOTTOM WIDTH
BETWEEN STA. 7+75 AND STA. 8+00
NOTE:
DITCH BOTTOM EL. = 144.0 FT
DITCH BOTTOM EL. = 144.0 FT
DITCH BOTTOM EL. = 144.0 FT
STA. 0+40 TO STA. 1+90
N.T.S.
STA. 2+00 TO STA. 7+75
N.T.S.
STA. 8+00 TO STA. 13+00
NORTH DRAINAGE DITCH TYPICAL SECTIONS
STATIONING REFERENCES NORTH DRAINAGE DITCH ALIGNMENT
NOTE:
PREPARATION AND FILL PLACEMENT REQUIREMENTS.
SEE SPEC. SEC. 31 00 00 EARTHWORK FOR SUBGRADE 2.
STATIONING REFERENCES SETBACK LEVEE ALIGNMENT.1.
NOTE:
3:1
EXISTING GROUND
3:1
15'
.0
LANDSIDE LEVEE SLOPE
SEEPAGE BERM CREST
RANDOM FILL
SEEPAGE BERM TYPICAL SECTION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-302
D R
A
IN
A G
E D
IT
C H S
E C
T
IO
N S
T Y
P
IC
A L S
E E
P A
G E B
E R
M A
N D
55'
ROAD
MAINTENANCESEEPAGE BERM
.5
3:1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-303
D
IT
C H S
E C
T
IO
N S
T Y
P
IC
A L R
A M
P A
N D D
R A
IN
A G
E
LEVEE SLO
PE
3:1
3:1
ALIGNMENT.
SECTION SHOWN LOOKING DOWN DITCH 2.
C-205 TO C-206.
SEE DITCH INVERT PROFILE ON SHEETS 1.
NOTE:
SECTION SHOWN LOOKING DOWN DITCH ALIGNMENT.3.
C-204.
SEE DITCH INVERT PROFILE ON SHEETS C-201 TO 2.
INVERT WIDTH FROM 5.25' TO 8.5'.
BETWEEN STA. 49+40 AND 49+60 TRANSITION DITCH 1.
NOTE:
DITCH ALIGNMENT.
SECTION SHOWN LOOKING DOWN 2.
SHEETS C-201 TO C-204.
SEE DITCH INVERT PROFILE ON 1.
NOTE:
-2%
-2%
LANDSIDE
LANDSIDE
WATERSIDE LEVEESIDE
LEVEESIDE
LEVEESIDE
CL
COURSE
6" AGGREGATE SURFACE
-2%
15'
6" AGGREGATE SURFACE COURSE
0.5'
0.5'
14'
-2%
ON PROFILE C-116)
AT CENTERLINE (AS SHOWN
RAMP CREST ELEVATION
N.T.S.
WATERSIDE DRAINAGE DITCH TYPICAL SECTION
LANDSIDE DRAINAGE DITCH TYPICAL SECTION
LANDSIDE DRAINAGE DITCH TYPICAL SECTION
STA. 33+32.10 TO STA. 49+40
STA. 49+60 TO STA. 91+67
STA. 88+00 TO STA. 108+27.5
5.25'
8.50'
5.25'
15'
15'
MAINTENANCE ROAD
15'
MAINTENANCE ROAD
15'
MAINTENANCE ROAD
N.T.S.
N.T.S.
N.T.S.
TYPICAL RAMP SECTION
DEER FENCE
EXISTING GROUND
DITCH INVERT
EXISTING GROUND
DITCH INVERT
DEER FENCE
EXISTING GROUND
DITCH INVERT
-2% -2%
13'
0.5'
0.5' 0.5'
0.5'
N.T.S.
RAMP 'C' WATERSIDE RAMP TYPICAL SECTION
STA. 1+79.82 TO STA. 3+41.80
RAMP EMBANKMENT
0 20 40 60-20-40-60
2+00
0 20 40 60-20-40-60
8+00
0 20 40 60-20-40-60
14+00
0 20 40 60-20-40-60
0+50
0 20 40 60-20-40-60
6+00
0 20 40 60-20-40-60
12+00
0 20 40 60-20-40-60
0+49
0 20 40 60-20-40-60
4+00
0 20 40 60-20-40-60
10+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-304
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1 3
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
ROAD
WATERSIDE MAINTENANCE
ROAD
LANDSIDE MAINTENANCE
WATERSIDE LANDSIDE
E L .6
E L .4
E
L .2
E
L .1
E L .6
E
L .7
E
L .9
ELEVATION.
SETBACK LEVEE'S LANDSIDE HINGEPOINT
PLAN AND PROFILE SHEETS C-101 TO C-113 IS
SETBACK LEVEE'S CONTROL LINE SHOWN ON 2.
SECTIONS.
SEE SHEETS C-301 TO C-303 FOR TYPICAL 1.
NOTES:
0 20 40 60-20-40-60
20+00
0 20 40 60-20-40-60
26+00
0 20 40 60-20-40-60
32+00
0 20 40 60-20-40-60
18+00
0 20 40 60-20-40-60
24+00
0 20 40 60-20-40-60
30+00
0 20 40 60-20-40-60
16+00
0 20 40 60-20-40-60
22+00
0 20 40 60-20-40-60
28+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-305
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
ROAD
WATERSIDE MAINTENANCE
ROAD
LANDSIDE MAINTENANCE
WATERSIDE LANDSIDE
RAMP 'A'
E L .5
E
L .4
E
L .3
E L .1
E
L .1
E
L .2
E L .0
E
L .9
E
L .8
ELEVATION.
SETBACK LEVEE'S LANDSIDE HINGEPOINT
PLAN AND PROFILE SHEETS C-101 TO C-113 IS
SETBACK LEVEE'S CONTROL LINE SHOWN ON 2.
SECTIONS.
0 20 40 60-20-40-60
38+00
0 20 40 60-20-40-60
44+00
0 20 40 60-20-40-60
50+00
0 20 40 60-20-40-60
36+00
0 20 40 60-20-40-60
42+00
0 20 40 60-20-40-60
48+00
0 20 40 60-20-40-60
34+00
0 20 40 60-20-40-60
40+00
0 20 40 60-20-40-60
46+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-306
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
SEE NOTE 3
SEE NOTE 3
ROAD
WATERSIDE MAINTENANCE
ROAD
LANDSIDE MAINTENANCE
WATERSIDE LANDSIDE
RAMP 'B'
TURNOUT
LANDSIDE
18" OVER-EXCAVATION
18" OVER-EXCAVATION
NOTE 4
SEE
NOTE 4
SEE
E L .7
E
L .6
E
L .5
E L .1
E
L .3
E
L .4
E L .9
E
L .8
E
L .6
ON SHEET C-502.
OVER-EXCAVATE AND BACKFILL PER DETAIL
REMOVED EXISTING GRAVEL ROAD. 4.
SHEET C-502.
STATIONS 41+13 AND 51+63. SEE DETAIL ON
BETWEEN SETBACK LEVEE ALIGNMENT
BACKFILLED USING EMBANKMENT FILL
EXISTING DITCH TO BE OVER-EXCAVATED AND 3.
ELEVATION.
SETBACK LEVEE'S LANDSIDE HINGEPOINT
PLAN AND PROFILE SHEETS C-101 TO C-113 IS
SETBACK LEVEE'S CONTROL LINE SHOWN ON 2.
SECTIONS.
0 20 40 60-20-40-60
56+00
0 20 40 60-20-40-60
62+00
0 20 40 60-20-40-60
68+00
0 20 40 60-20-40-60
54+00
0 20 40 60-20-40-60
60+00
0 20 40 60-20-40-60
66+00
0 20 40 60-20-40-60
52+00
0 20 40 60-20-40-60
58+00
0 20 40 60-20-40-60
64+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-307
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
ROAD
WATERSIDE MAINTENANCE
ROAD
LANDSIDE MAINTENANCE
WATERSIDE LANDSIDE
RAMP 'B'
E L .3
E
L .4
E
L .1
E L .8
E
L .9
E
L .0
E L .7
E
L .7
E
L .6
ELEVATION.
SETBACK LEVEE'S LANDSIDE HINGEPOINT
PLAN AND PROFILE SHEETS C-101 TO C-113 IS
SETBACK LEVEE'S CONTROL LINE SHOWN ON 2.
SECTIONS.
0 20 40 60-20-40-60
70+25
0 20 40 60-20-40-60
72+00
0 20 40 60-20-40-60
78+00
0 20 40 60-20-40-60
70+00
0 20 40 60-20-40-60
71+89
0 20 40 60-20-40-60
76+00
0 20 40 60-20-40-60
69+76
0 20 40 60-20-40-60
71+50
0 20 40 60-20-40-60
74+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-308
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
WATERSIDE LANDSIDE
E L .5
E L .5
E L .5
E
L .5
E
L .5
5 ELEVATION.
SETBACK LEVEE'S LANDSIDE HINGEPOINT
PLAN AND PROFILE SHEETS C-101 TO C-113 IS
SETBACK LEVEE'S CONTROL LINE SHOWN ON 2.
SECTIONS.
0 20 40 60-20-40-60
84+00
0 20 40 60-20-40-60
82+00
0 20 40 60-20-40-60
80+00
0 20 40 60-20-40-60
86+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-309
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
WATERSIDE LANDSIDE
E L .5
E
L .5
E
L .5
E L .5
5 ELEVATION.
SETBACK LEVEE'S LANDSIDE HINGEPOINT
PLAN AND PROFILE SHEETS C-101 TO C-113 IS
SETBACK LEVEE'S CONTROL LINE SHOWN ON 2.
SECTIONS.
0 20 40 60 80 100 120 140-20-40-60-80
90+30
0 20 40 60 80 100 120 140-20-40-60-80
94+00
0 20 40 60 80 100 120 140-20-40-60-80
90+00
0 20 40 60 80 100 120 140-20-40-60-80
92+00
0 20 40 60 80 100 120 140-20-40-60-80
88+00
0 20 40 60 80 100 120 140-20-40-60-80
90+68
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-310
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1 3
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
:1
SEEPAGE BERM
WATERSIDE MAINTENANCE ROAD
ROAD
LANDSIDE MAINTENANCE
ROAD RAMP
LANDSIDE MAINTENANCE
WATERSIDE LANDSIDE
RAMP 'C'
SEE NOTE 3
SEE NOTE 4
:1
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
E L .5
E
L .5
E
L .5
E L .5
E
L .5
E
L .5
EL. 149.75
OFF. 18.46'
EL. 147.17
OFF. 91.73'
EL. 149.31
EL. 146.77
EL. 149.13
EL. 146.59
EL. 146.50
EL. 143.13
OFF. 19.76'
OFF. 93.00'
OFF. 20.32'
OFF. 93.57'
EL. 148.90
EL. 145.96
EL. 146.61
EL. 143.90
OFF. 21.01'
OFF. 93.70'
OFF. 29.83'
OFF. 103.29'
OFF. 27.87'
OFF. 101.24'
SHEET C-502.
BACKFILL PER DETAIL ON
ROAD. OVER-EXCAVATE AND
REMOVE EXISTING GRAVEL 4.
DETAIL ON SHEET C-502.
MAINTENANCE ROAD. SEE
DITCH AND LANDSIDE
WATERSIDE DRAINAGE
WITHIN EXTENTS OF
USING EMBANKMENT FILL
BACKFILL EXISTING DITCH
OVER-EXCAVATE AND 3.
ELEVATION.
LANDSIDE HINGEPOINT
C-113 IS SETBACK LEVEE'S
PROFILE SHEETS C-101 TO
LINE SHOWN ON PLAN AND
SETBACK LEVEE'S CONTROL 2.
FOR TYPICAL SECTIONS.
SEE SHEETS C-301 TO C-303 1.
100+00
0 20 40 60 80 100 120 140-20-40-60-80
106+00
0 20 40 60 80 100 120 140-20-40-60-80
98+00
0 20 40 60 80 100 120 140-20-40-60-80
104+00
0 20 40 60 80 100 120 140-20-40-60-80
96+00
0 20 40 60 80 100 120 140-20-40-60-80
102+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-311
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
COURSE
AGGREGATE SURFACE
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
:1
SEEPAGE BERM
WATERSIDE MAINTENANCE ROAD
ROAD
LANDSIDE MAINTENANCE
WATERSIDE LANDSIDE
E L .0
E
L .0
E
L .9
E L .8
E
L .8
E
L .9
EL. 147.02
EL. 144.30
EL. 147.22
EL. 144.63
EL. 147.69
EL. 145.03
OFF. 25.14'
OFF. 98.52'
OFF. 24.39'
OFF. 97.67'
OFF. 22.82'
OFF. 96.15'
EL. 148.13
EL. 145.51
EL. 145.89
EL. 148.55
EL. 148.82
EL. 146.25
OFF. 21.37'
OFF. 94.67'
OFF. 19.99'
OFF. 93.32'
OFF. 19.02'
OFF. 92.29'
ELEVATION.
LANDSIDE HINGEPOINT
C-113 IS SETBACK LEVEE'S
PROFILE SHEETS C-101 TO
LINE SHOWN ON PLAN AND
SETBACK LEVEE'S CONTROL 2.
FOR TYPICAL SECTIONS.
112+00
0 20 40 60 80 100 120 140-20-40-60-80
114+00
0 20 40 60 80 100 120 140-20-40-60-80
110+00
0 20 40 60 80 100 120 140-20-40-60-80
112+71
0 20 40 60 80 100 120 140-20-40-60-80
108+00
0 20 40 60 80 100 120 140-20-40-60-80
112+30
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-312
FINAL GRADE
OBSERVATION TRENCH
EXISTING GROUND
:1
:1
.5 :1
.5 :1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
:1
SEEPAGE BERM
EXISTING LEVEE CREST
WATERSIDE MAINTENANCE ROAD
LANDSIDE MAINTENANCE ROAD
WATERSIDE LANDSIDE
E L .7
E
L .7
E
L .6
EL. 149.27
EL. 146.60
EL. 146.92
EL. 149.61
EL. 149.80
EL. 147.09
EL. 149.89
EL. 147.16
OFF. 17.55'
OFF. 90.88'
OFF. 16.39'
OFF. 89.74'
OFF. 15.67'
OFF. 89.04'
OFF. 15.37'
OFF. 88.76'
ELEVATION.
LANDSIDE HINGEPOINT
C-113 IS SETBACK LEVEE'S
PROFILE SHEETS C-101 TO
LINE SHOWN ON PLAN AND
SETBACK LEVEE'S CONTROL 2.
FOR TYPICAL SECTIONS.
DOUBLE SWING GATE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TYPICAL TYPICAL(TYPICAL) (TYPICAL)
SPACED AT 10' O.C.
STUDDED "T" POSTS
SPACED AT 10' O.C.
STUDDED "T" POSTS
LINE AND TERMINAL POSTS
8'-0"
GATE POST
8' 14" 42" 40"
F A
B R
IC
H
E
IG
H T
EMBED.
POST
"C"
DEPTH
"B"
DIA.
"A"
HEIGHT
FABRIC
WIDTH
LEAF
GATE
H-BRACE ASSEMBLYH-BRACE ASSEMBLY
HEIGHT
FABRIC
EMBEDMENT
"C" POST
DEPTH
"B"
DIA.
"A"
10'
100'
10' 10'
100'
10'
TYPICAL
GAME FENCE FABRIC,
KNOT HIGH TENSILE
12.5 GAUGE FIXED
EXISTING GRADE
TYP.
FASTENERS PER POST,
SECURE FABRIC W/ 5
EXISTING GRADE
POST W/ ANCHOR PLATE
10' TALL STUDDED "T"
POST W/ ANCHOR PLATE
10' TALL STUDDED "T"
C-501
D E
E R F
E N
C E D
E T
A
IL
S
EXISTING GRADE
8'8'
TYPICAL
GATE HINGE,
TYPICAL
GATE LATCH,
TYPICAL
H-BRACE ASSEMBLY
TYPICAL
H-BRACE ASSEMBLY
GRADE
EXISTING
CONCRETE FOOTING
AS SPECIFIED
DIA. OF POST
.5
WIRE, TYP.
12.5 GAUGE TENSION
TYP.
H-BRACE ASSEMBLY ATTACHED IN BOTH DIRECTIONS,
CORNER/ALIGNMENT CHANGE POST WITH SINGLE
BRACE POST AS A SINGLE H-BRACE OR
BRACE RAIL (TYP.)
8'
EXISTING GRADE
FABRIC, TYPICAL
HIGH TENSILE GAME FENCE
12.5 GAUGE FIXED KNOT
STEEL FRAME WIRE MESH GATE
GATE POST
GATE POST
(O.D.)
POST
(O.D.)
POST
GATE
TYPE
POST
LINE
TERMINAL
2-3/8"
2-7/8"
8'-0"
NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND BRACE POSTS
12" 38" 36"
FOUNDATION DETAIL
D E
T A
IL
T
H
IS
S
H E
E T
S E
E F
O U
N D
A T
IO
N
D E
T A
IL
T
H
IS
S
H E
E T
S E
E F
O U
N D
A T
IO
N
D E
T A
IL
T
H
IS
S
H E
E T
S E
E F
O U
N D
A T
IO
D
T A
IL
T
H
IS
S
H E
E T
S E
E F
O U
N D
A T
IO
N
TYPICAL DEER FENCE PANEL
BRACE POST
LINE POST
BRACE POST
BRACE POST
CHANGES OF LESS THAN 15 DEGREES.
H-BRACE ASSEMBLIES ARE NOT REQUIRED FOR ALIGNMENT
NOTE:
4"
"A"
"B
"C
T Y
P
H-BRACE ASSEMBLY
THE LEVEE SIDE OF THE POSTS.
FENCE FABRIC MUST BE INSTALLED ON 3.
"T" POSTS MUST BE ENAMEL COATED.2.
CHANGE POINTS.
INSTALL CORNER POSTS AT ALIGNMENT 2.
G-108.
SEE DEER FENCE ALIGNMENT ON SHEET 1.
NOTE:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-J
U N -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
C-502
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
4'
6"6"
O.D.6" 6"
PLUG
EXISTING GROUND
TYPICAL PIPELINE CAPPING DETAIL
N.T.S.
NONSHRINK GROUT
NONSHRINK GROUT
EMBANKMENT FILL
EMBANKMENT FILL
O .D
EXISTING GROUND
FRONT VIEW
SIDE VIEW
N.T.S.
EXISTING GROUND
OVER-EXCAVATION DETAIL
EXISTING DITCH AND GRAVEL ROAD
DITCH
EXISTING
EMBANKMENT FILL
EMBANKMENT FILL
ROAD TO BE REMOVED
EXISTING GRAVEL
18" OVER-EXCAVATION
REQUIREMENTS.
AND REMOVAL FOR NONSHRINK GROUT
SEE SPECIFICATION SECTION 02 41 00 DEMOLITION 1.
NOTES:
12' TYP.
SEE NOTE 2
FT.
HAS APPROX. WIDTH OF 50 FT AND APPROX. DEPTH OF 6
CROSSING SETBACK LEVEE FOOTPRINT AT STA. 90+60
OF 12 FT AND APPROX DEPTH OF 2 FT. EXISTING DITCH
AT STA. 44+75 AND STA. 50+00 HAS APPROX. TOP WIDTH
EXISTING DITCH CROSSING SETBACK LEVEE FOOTPRINT 2.
DETAILS ON DITCH AND ROAD OVER-EXCAVATION.
SEE SPEC. SEC. 31 00 00 EARTHWORK FOR MORE 1.
NOTE:
S E
E N
O T
TOP
TOP
TOP
TOP
TOP
TOP
TOE
HOLE
TOP
TOP
TOP
TOP
TOE
TOE
TOP
SCREW VALVE
CONC=156.61
PIPE TOP 15" SD
"10 MPH"
SIGN
"10 MPH"
SIGN
CONC=156.23
PIPE TOP 15" SD
CONC=156.71
PIPE TOP 24" SD
STEEL=159.07
PIPE TOP 24"
18"E
THIS AREA NOT SURVEYED
SURVEYED
THIS AREA NOT
POOL
THIS AREA NOT SURVEYED
THIS AREA NOT SURVEYED
DIR
T R
OAD
D
IR
T R O A D
DI
RT
ROAD
D
IR
T R O
AD
DIR
T R
OAD
D
IR
T R O
AD
D
IR
T
R
A D
DRIVEWAY
DRI
VE
WAY
G C
ID
C
A N
A L
GCI
D
IN
TAKE
FACI
LI
TY
SEE TYPICAL EXCAVATION SECTION ON SHEET CD302.9.
TO THE MAXIMUM EXTENT POSSIBLE.
AND BORROW AREAS A THRU E MUST BE PRIORITIZED FOR USE
FILL MATERIAL FROM THE GCID INTAKE FACILITY BORROW AREA 8.
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 7.
FACILITY BORROW AREA.
SEE SHEET G-111 FOR ACCESS ROUTES TO GCID INTAKE 6.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
BORROW AREA IS A LAND SURVEY PERFORMED IN JULY 2015.
TOPOGRAPHY USED FOR SURVEY OF GCID INTAKE FACILITY 5.
NOT BE STEEPER THAN 2H:1V.
CUT SLOPES AT THE PERIMETER OF THE BORROW AREA MUST 4.
FT MUST NOT BE REMOVED FROM THE BORROW SITE.
AVAILABLE FOR USE AS BORROW. MATERIAL BELOW EL. 165.20
GCID INTAKE FACILITY BORROW AREA LIMITS OF WORK IS
ALL MATERIAL WHICH LIES ABOVE EL. 165.20 FT WITHIN THE 3.
RESPONSIBLE FOR ANY DAMAGE TO UTILITIES.
AND PROTECT ALL UTILITIES IN PLACE. THE CONTRACTOR IS
UTILITIES EXIST IN AND AROUND THE BORROW AREA. IDENTIFY 2.
SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.
TRUNKS 3" OR GREATER IN DIAMETER. SEE SPECIFICATION
IDENTIFY AND PROTECT ALL NATIVE WOODY VEGETATION WITH 1.
NOTES:
R O
AD
R O
AD
END OF ROAD 205
A V
E N
U E
E N
U E
E N
U E
E N
U E
24"E 14"E
12"O
10"O
24"E18"E
12"O
14"E12"O
16"E
20,14&12"E
18"E
28,14&18"E
12"O
12"O
12"O
36"O 8"O 24"O
30"O
42"O 4-12"O
18"O
AHEAD"
"ROAD CLOSED
SIGN
FENCE
TOP
TOE
TOE
TOE
TOE
TOE
TOE
DITCH FLOW LINE
CONC=160.20
PIPE TOP 18" SD
CONC=160.69
PIPE TOP 18" SD
TOE
TOE
TOE
TOP
TOE
DITCH FLOW LINE
TOP
TOE
DITCH FLOW LINE
FENCE W/ GATE
TOE
TOP
TOE
TOP
TOE
TOP
SEE IMAGE 10043
CONC=159.04
PIPE TOP 30" SD
0 30' 60' 120' 180'
SCALE: 1" = 60'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD101
A R
E A A
N D L
IM
IT
S O
F W
O R
K D
A T
A
G C
ID
I
N T
A K
E F
A C
IL
IT
Y B
O R
R
W
160 160
D
IR
T R O
AD
D
IR
R
A D
DREDGE MATERIAL SPOILING CHANNEL
COUNTY ROAD 6
R O
AD
S
T A
V E
N U
E
D
IR
T
R O
AD
DIRT ROAD
COUNTY ROAD 6
10"O
14"O
12"O 30"O
GCID INTAKE FACILITY BORROW AREA LIMITS OF WORK
140140 140140
140140
140140 140140140
140 140
140 140 140
140 140 140
150150150150150
150150
150150
150150150
150150150150
150150
150 150 150 150 150
150 150
150 150 150 150
160 160 160 160
160 160
160 160 160 160
160160
160160
160160
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
BORROW AREA A LIMITS OF WORK
COUNTY ROAD 203
GCID CANAL
LIMITS OF WORK
STAGING AREA
R
IV
E R
S A C R
A M
E N T O
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD102
B O
R R
O W A
R E
A A
P L
A N V
IE
140140140140140140
140140
140140140
140140
140 140
140 140 140
140 140
150150150
150150150
150150
150 150 150 150
150 150 150 150
150 150
160 160
160160
160 160 160
160 160
160 16
160 160
160160
170 170
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
COUNTY ROAD 203
GCID CANAL
BORROW AREA A LIMITS OF WORK
BORROW AREA B LIMITS OF WORK
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD103
B O
R R
O W A
R E
A S A B
P L
A N V
IE
140140
140140
140140140
140 140 140 140 140
140 140 140 140
140 140
150150150150
150150150
150150
150 150 150 150
150 150 150
150 150
160 160
160 160
160160
160160
160160
170 170 170
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
COUNTY ROAD 203
GCID CANAL
BORROW AREA B LIMITS OF WORK
BORROW AREA C LIMITS OF WORK
H W
Y
H W
Y
HAMILTON CITY
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD104
B O
R R
O W A
R E
A S B C
P L
A N V
IE
140140140 140140140140
140140140140
140 140
140 140
0 140
140 140
150 150
150150
150150
150150
150150 150150
150 150 150 150
160 160
160160160160
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
GCID CANAL
BORROW AREA C LIMITS OF WORK
BORROW AREA D LIMITS OF WORK
HAMILTON CITY
HWY 45
S
T S
T R
E E
T
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD105
S H
E E
T
B O
R R
O W A
R E
A S C D
P L
A N V
IE
140140
140140140
140 140 140 140
150 150
150150150150
150 150
150 150
150150
150150
150150
160 160 160 160
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
GCID CANAL
BORROW AREA D LIMITS OF WORK
HWY 45
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD106
S H
E E
T
B O
R R
O W A
R E
A D
P L
A N V
IE
150 150
150 150
150150
150150
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
GCID CANAL
BORROW AREA D LIMITS OF WORK
HWY 45
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD107
S H
E E
T
B O
R R
O W A
R E
A D
P L
A N V
IE
150 150
NO LONGER NEEDED OR USABLE.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS
AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW 4.
E.
SEE SHEET G-111 FOR ACCESS ROUTES TO BORROW AREAS A - 3.
UNITS: U.S. SURVEY FEET
VERTICAL DATUM: NGVD 1929
PROJECTION: CA STATE PLANE, ZONE 2
HORIZONTAL DATUM: NAD 1983
TOPOGRAPHY SHOWN IS BASED ON 2010 CVFED LIDAR SURVEY.2.
TABULATION.
EXCAVATION SECTION AND LIMITS OF WORK COORDINATE
SEE SHEET CD301 FOR BORROW AREAS A - E TYPICAL 1.
NOTES:
GCID CANAL
BORROW AREA D LIMITS OF WORK
HWY 45
BORROW AREA E LIMITS OF WORK
C O
U N
T Y R
O A
D
0 50' 100' 200' 300'
SCALE: 1" = 100'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD108
B O
R R
O W A
R E
A S D E
P L
A N V
IE
0 50 100 150 200-50-100-150-200
USED FOR STOCKPILING OF TOPSOIL STRIPPED FROM THE BORROW AREAS AS NEEDED.
BORROW AREAS A, PORTIONS OF B, AND C CONTAIN LITTLE TO NO USEABLE BORROW MATERIAL. THESE AREAS MAY BE 11.
MAY ONLY OCCUR IN ONE BORROW AREA AT ANY GIVEN TIME.
EITHER THAT BORROW AREA'S MATERIAL IS DEPLETED, OR IS NO LONGER NEEDED OR USABLE. BORROW OPERATIONS
BORROW OPERATIONS WITHIN ANY ONE OF THE BORROW AREAS MUST BE PERFORMED IN A CONTINUOUS MANNER UNTIL 10.
DISTURBED REMAINING EMBANKMENT MUST BE GRADED AT A -1% SLOPE WITH DRAINAGE FLOWING TOWARD HWY 45.
IF NOT ALL OF THE AVAILABLE MATERIAL FROM ANY OF THE SPOIL EMBANKMENTS IS USED, THE CROWN OF ANY 9.
LENGTH OF EACH EMBANKMENT. REMOVAL OF ANY OF THE SPOIL EMBANKMENTS IN SEGMENTS IS NOT PERMITTED.
REMOVAL OF MATERIAL FROM EACH OF THE SPOIL EMBANKMENTS MUST BE DONE IN EVEN LAYERS ALONG THE ENTIRE 8.
PRIORITIZED FOR USE TO THE MAXIMUM EXTENT POSSIBLE.
BORROW MATERIAL FROM THE GCID INTAKE FACILITY BORROW AREA AND BORROW AREAS A THRU E MUST BE 7.
SEE SHEET G-111 FOR BORROW AREA SITES' EXTENTS.6.
ABOVE HWY 45 / COUNTY ROAD 203 ROADWAY SURFACE.
GCID CANAL EAST BANK DREDGE SPOIL EMBANKMENTS MUST NOT BE EXCAVATED BELOW AN ELEVATION TWO (2) FEET 5
TOPOGRAPHY USED FOR SURVEY OF BORROW AREA IS CVFED LiDAR DATA. YEAR OF SURVEY WAS 2010.4.
IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES.
UTILITIES EXIST IN AND AROUND THE BORROW AREA. IDENTIFY AND PROTECT ALL UTILITIES IN PLACE. THE CONTRACTOR 3.
SPECIFICATION SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.
ELDERBERRY SHRUBS EXIST WITHIN THE BORROW AREA. IDENTIFY AND PROTECT ALL ELDERBERRY SHRUBS. SEE 2.
SPECIFICATION SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.
IDENTIFY AND PROTECT ALL NATIVE WOODY VEGETATION WITH TRUNKS 3" OR GREATER IN DIAMETER. SEE 1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD301
W O
R K D
A T
A
T Y
P
IC
A L S
E C
T
IO
N A
N D L
IM
IT
S
F
B
R R
O W A
R E
A S A E E
X C
A V
A T
IO
AT TIME OF LiDAR SURVEY
WATER SURFACE ELEVATION
EXISTING GRADE
(S
E E N
O T
E
EXCAVATION LIMITS
-1%
SOIL EMBANKMENT
GCID CANAL EAST BANK DREDGE
ELEVATION VARIES
HWY 45 / COUNTY ROAD 203 ROADWAY SURFACE
GCID CANAL BORROW AREA EXCAVATION TYPICAL CROSS SECTION
190190
0+00 2+00 4+00 6+00 8+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
190190
E L E
V A
T
IO
N F
T
N G
V D
EXISTING GROUND
EL. 165.20
BORROW EXCAVATION LIMIT
2:12:1
DREDGE MATERIAL SPOILING CHANNEL
ON 2010 CVFED LIDAR DATA.
INVERT OF DREDGE MATERIAL SPOILING CHANNEL IS ESTIMATED BASED 3.
LOWER THAN EL. 165.2 FT.
BOTTOM OF GCID INTAKE FACILITY BORROW EXCAVATION MUST NOT BE 2.
SEE SHEET CD101 FOR LIMITS OF GCID INTAKE FACILITY BORROW AREA.1.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O
C A
IN
-H
O U
S E D
E S
IG
N
H
C A
R O
T A
H P
C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
Y
H A
M
IL
T O
N C
IT
Y F
L O
O D D
A M
A G
E
R E
D U
C T
IO
N A
N D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N P
H A
S E
A R
IC
H A
R D A T
O R
B
IK
-M
A Y -2
F u ll S iz e
/0
/2
A N
S I_
D n o n P
W .d g n5 -0
-6
CD302
A R
E A E
X C
A V
A T
IO
N T
Y P
IC
A L S
E C
T
IO
N
G C
ID
I
N T
A K
E F
A C
IL
IT
Y B
O R
R
GCID INTAKE FACILITY BORROW AREA EXCAVATION TYPICAL SECTION
EXISTING GROUND
EXISTING WATERSIDE DITCH INVERT
SETBACK LEVEE EMBANKMENT
-2%
150' MIN.
GRAVEL ROAD
:1
PLACED ON FLOOD PLAIN BORROW AREA RAMPS.
EXISTING FARM ROADS WITHIN THE PROJECT AREA. GRAVEL MAY ALSO BE
BORROW AREAS. THE REMOVED GRAVEL MAY BE PLACED ON OTHER
WATERSIDE DRAINAGE DITCH PRIOR TO EXCAVATION OF FLOODPLAIN
REMOVE GRAVEL ROAD WHICH RUNS ALONG WEST SIDE OF EXISTING 5.
EXCAVATION BOTTOW AFTER PROJECT COMPLETION.
ACCESS RAMP LEFT IN PLACE TO ALLOW FOR ACCESS TO THE
EACH FLOODPLAIN BORROW EXCAVATION MUST HAVE A PERMANENT 4.
EVENLY OVER THE BOTTOM OF THE EXCAVATIONS.
BE STOCKPILED AND ONCE BORROW ACTIVITIES ARE COMPLETE SPREAD
TOPSOIL STRIPPED FROM THE FLOODPLAIN BORROW EXCAVATION MUST 3.
WATERSIDE DRAINAGE DITCH.
MUST PROVIDE FOR POSITIVE DRAINAGE TOWARD THE EXISTING
EXCAVATIONS, WHICH INCLUDES REPLACEMENT OF STRIPPED TOPSOIL,
THAN THE EXISTING WATERSIDE DRAINAGE DITCH. COMPLETED
BOTTOM OF FLOODPLAIN BORROW EXCAVATION MUST NOT BE LOWER 2.
TO 6 FT BELOW SURROUNDING NATURAL GRADE.
EXISTING WATERSIDE DRAINAGE DITCH INVERT EL. VARIES BETWEEN 2 FT 1.
NOTES:
WATERSIDE LANDSIDE
BORROW EXCAVATION LIMIT
S O
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IDENTIFICATION
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US Army Corps
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N.T.S.
FLOODPLAIN BORROW AREA EXCAVATION TYPICAL SECTION
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