6-04-2253-AMD-02.pdf
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Amendment 02 - drawing sheets G-107, C-103, C-116, C-301, CD-103, and CD 301.
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U .S
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A L
IF
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180+00
+31
STA.
9+
S T
A . 1
R
IV
E R
S A
C R
A M
E N
T O
HAMILTON CITY
HWY 3
C O
U N
T Y R
O A
D
N
LEVEE ALIGNMENT
0 500' 1000' 2000' 3000'
SCALE: 1" = 1000'-0"
G-107
IM
IT
S O
F W
O R
K M
LIMITS OF WORK MAP
BASE CONTRACT/ OPTION 1 BOUNDARY
BASE CONTRACT/ OPTION 1 BOUNDARY
PHASE 2A GAP
O P
T
IO
N
OPTION 1
BASE CONTRACT
B A S
E C
O N
T R
A C
T
BOUNDARY
PEDERSON PROPERTY
BOUNDARY
BAINS PROPERTY
SEE NOTE 3
OPTION 2 EXTENTS
BETWEEN J LEVEE ALIGNMENT STATIONS 98+75 AND 106+60.
OPTION 2 ECOMPASSES ALL STONE PROTECTION TO BE INSTALLED3.
AND 195+50.
OPTION 1 ECOMPASSES ALL WORK BETWEEN LEVEE ALIGNMENT STATIONS 129+61 2.
DOWNSTREAM OF STATION 195+50.
THE BASE CONTRACT ENCOMPASSES ALL WORK UPSTREAM OF STATION 129+61 AND 1.
NOTES:
AMD - 02
R
E V
IS
E D P
E R A
M D
/2
PLAN
PROFILE
SECTION A - A'
VERTICAL EXAGGERATION = 4
BONDING WITH THE NEW FILL.
RIPPING TO A DEPTH OF 6-INCHES TO FACILITATE
ALIGNMENT MUST BE ROUGHENED BY BLADING OR
PERMITTED. SLOPES PERPENDICULAR TO THE LEVEE
PERPENDICULAR, TO THE LEVEE ALIGNMENT IS NOT
PERPENDICULAR, OR ARE WITHIN 20 DEGREES OF
BENCHING OF SLOPES TO RECEIVE FILL WHICH ARE 1.
GENERAL NOTES:
TO ACCOMODATE ROCK PLACEMENT.
DEPTH INDICATED ON SECTION A-A' ON THIS SHEET
111+83. EXCAVATE INTO DITCH SLOPE AND INVERT TO
DRAINAGE DITCH ALIGNMENT STATIONS 110+00 AND
WATERSIDE DRAINAGE DITCH BETWEEN WATERSIDE
INSTALL STONE PROTECTION ALONG PHASE 2A 25
ON SHEET C-301.
STONE PROTECTION PER SHEET C-116. SEE DETAIL 24
EXSITING RAMP
TIE-IN BERM AND LANDSIDE MAINTENANCE ROAD TO 23
RAMP "B" ALIGNMENT SEE SHEETS C-119 AND C-30222
PG&E NATURAL GAS PIPELINE. PROTECT IN-PLACE21
FOR MATERIAL REQUIREMENTS.
OF LEVEE TO STA. 116+70. SEE SPEC. SEC. 32 15 00
EXTEND SURFACE AGGREGATE COURSE FROM END 20
SEC. 31 00 00 EARTHWORK.
PLACEMENT MUST BE IN ACCORDANCE WITH SPEC.
DEGRADE END SLOPE AND RAMP SLOPE. FILL
TRANSITION FILL SLOPE FACE TO MATCH J LEVEE
J LEVEE WITH J LEVEE DEGRADE MATERIAL.
FILL AREA BETWEEN WATERSIDE RAMP AND EXISTING 19
STA. 113+87, PROTECT UTILITY POLE IN-PLACE18
TABULATION ON SHEET G-109
LEVEE ALIGNMENT. SEE ALIGNMENT CONTROL 17
CONTROL TABULATION ON THIS SHEET
LEVEE OFFSET ALIGNMENT. SEE ALIGNMENT 16
SHEET C-302
STA. 3+00 TO STA. 3+39. SEE TYPICAL SECTION ON
TO STA. 2+50. SEEPAGE BERM WIDTH 40 FT FROM
3+39. SEEPAGE BERM WIDTH 55 FT FROM STA. 0+43
SEEPAGE BERM, BEGIN AT STA. 0+43 AND END AT STA. 15
EXISTING DEER FENCE14
OTHERS
STA. 115+15, GAUGING STATION RELOCATED BY 13
STA. 117+15, UTILITY POLE REMOVED BY OTHERS12
STA. 116+75, UTILITY POLE REMOVED BY OTHERS11
OTHERS
PG&E NATURAL GAS PIPELINE, RELOCATED BY 10
STA 115+75, PROTECT UTILITIES IN-PLACE9
STA 115+70, PROTECT UTILITIES IN-PLACE8
SEE DETAIL ON SHEET C-301
OPTION 2, STONE PROTECTION,7
LIMITS OF WORK6
SERIES SHEETS.
J LEVEE DEGRADE AREA, SEE CIVIL DEMOLITION (CD) 5
EXISTING FENCE, PROTECT IN PLACE4
PROFILE ON C-202
WATERSIDE DRAINAGE DITCH, SEE SHEET C-302, AND 3
115+50. TIE INTO EXISTING DEER FENCE.
DEER FENCE, BEGIN AT STA. 112+70 AND END AT STA. 2
15' MAINTENANCE ROAD1
NOTES:
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
W
IR
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N N C
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N
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IF
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J
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1+00
170170
170170
0+00 2+00 3+00 3+78
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
STATION
E le v .6
M A
T C
H L
IN
E
S
T A
S
E E S
H T C -1
LEVEE CREST
EXISTING PHASE 2A
LEVEE CONTROL EXISTING J LEVEE CREST
TRENCH BOTTOM
OBSERVATION
HWY 32
APPROX. BOTTOM OF GIANELLA BRIDGE
EMBANKMENT
HWY 32 ROAD
GROUND
EXISTING
S T
A
S T
A
P V I S
T A
E le v .8
P
V I S
T A
C-103
E
V E
E P
L A
N A
N D P
R O
F
IL
E
S T
A T
O S
T A
SHEET C-301
BENCHING DETAIL. SEE
EXCAVATE SLOPE PER
BOTTOM
OBSERVATION TRENCH
EXISTING PHASE 2A
LEVEE DEGRADE
R E
V
IS
E D P
E R A
M D -0
/2
AMD-02
A'
3'
EXISTING GRADE
WATERSIDE DRAINAGE DITCH
5'
A
2:1
N
.5 :1
.5 :1
G R
A V
E L R
O A
D
T
TG
E N
D L
E V
E E
S T
A .4
G
0+00
1+
0 3
112+00
PLAN
A PART OF OPTION 2.
ALL WORK DEPICTED ON THIS SHEET IS 3
FACILITY WHICH MUST BE PROTECTED IN PLACE.
BANK AND WITHIN THE IRVINE-FINCH RIVER ACCESS
MULTIPLE ELDERBERRIES EXIST ALONG THE RIVER 2
TIRES/TRACKS.
PAVEMENT/CONCRETE MUST HAVE RUBBER
ACCESS PARKING LOT AND BOAT LAUNCH FACILITY
ALL EQUIPMENT USED ON THE IRVINE-FINCH RIVER 1
GENERAL NOTES:
"J" LEVEE ALIGNMENT11
PROTECTION SLOPE FROM 2.5:1 TO 2:1
STA. 102+00 TO STA. 102+50, TRANSITION BANK 10
OTHERS
STA. 115+15, GAUGING STATION REMOVED BY 9
STA. 104+70, UTILITY POLE REMOVED BY OTHERS8
STA. 104+30, UTILITY POLE REMOVED BY OTHERS7
OTHERS
PG&E NATURAL GAS PIPELINE, RELOCATED BY 6
LINES, RELOCATED BY OTHERS
STA 101+29, ELECTRICAL POLE AND TRANSMISSION 5
(CD) SERIES SHEETS.
"J" LEVEE DEGRADE AREA, SEE CIVIL DEMOLITION 4
LIMITS OF WORK3
PROFILE ON C-201
WATERSIDE DRAINAGE DITCH, SEE SHEET C-303, AND 2
SEE DETAILS ON SHEET C-301
STONE PROTECTION, 1
NOTES:
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
S O
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S E P
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P H
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A N
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R
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V .5
P H
O N E M
A N
H O
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W O
O D F
E N C E
W
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E F
E N C E
W
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E F
E N C E
G A
TE
P R
O
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C T
R A
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G R
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G A
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B R
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G E P
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R E S
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P U
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C-116
RIVER
SACRAMENTO
S T
A T
O S
T A
J L
E V
E E A
L
IG
N M
E N
T
R S
P P
L A
N
EXISTING GROUND
GRADUALLY TAPER INTO
END TRANSITION
STATION 99+25
AMD-02
R E
V
IS
E D P
E R A
M D -0
/2
N
R A
M P
RAMP
S T
A
P R
O T
E C
T
IO
N
S T
O
B
G
IN
130 2 .5 :1
:1
:1
:1
U /G E
L E
C T
R
IC
:1
:1
:1
TOP OF STONE PROTECTION
:1
W
W
S
TOP OF STONE PROTECTION
:1
S T
A T E H
W Y
H
WW
J
J
E
C 11
G A
G E
G A U
G
IN
G S
TA
TI
O N
IN
S
TR
U M
E N
TS
S
TR
U C
TU
R E
N B
U R
IE
D P
V C
P
IP
E I
N V
E R
T E
L E
V
.7
0 1
INTO EXISTING GROUND
GRADUALLY TAPER
BEGIN TRANSITION
STATION 106+00
S T
A
P R
O T
E C
T
IO
N
S T
O
D
R
A V
E L R
O A
D
TG G
2:1
2'
EMBANKMENT FILL
EMBANKMENT FILL
EMBANKMENT FILL
CL
CL
CL
CL
T O
EXCAVATED SLOPE SURFACE
SEE NOTES
6" AGGREGATE SURFACE COURSE
SURFACE COURSE MATERIAL.
COURSE FOR REQUIREMENTS OF AGGREGATE
SEE SPEC. SEC. 32 15 00 AGGREGATE SURFACE 3.
SPECIFICATION SECTION 31 00 00 EARTHWORK.
SEEPAGE BERM, AND RAMP SURFACES PER
PLACE TOPSOIL ON THE LEVEE EMBANKMENT, 2.
PREPARATION AND FILL PLACEMENT REQUIREMENTS.
SEE SPEC. SEC. 31 00 00 EARTHWORK FOR SUBGRADE 1.
NOTES:
NEW FILL.
OF 6-INCHES TO FACILITATE BONDING WITH THE
MUST BE ROUGHENED BY DISCING TO A DEPTH
PERPENDICULAR TO THE LEVEE ALIGNMENT
ALIGNMENT IS NOT PERMITTED. SLOPES
DEGREES OF PERPENDICULAR, TO THE LEVEE
ARE PERPENDICULAR, OR ARE WITHIN 20
BENCHING OF SLOPES TO RECEIVE FILL WHICH 2.
PRIOR TO PLACEMENT OF EMBANKMENT FILL.
ALL EXCAVATED SLOPES SHALL BE BENCH CUT 1.
NOTE:
LEVEE EMBANKMENT.
DRAINAGE AWAY FROM SETBACK
FENCE TO ALLOW POSITIVE
MAINTENANCE ROAD AND DEER
GRADE BETWEEN LANDSIDE 1.
NOTE:
R E
V
IS
E D P
E R A
M D -0
ROAD
MAINTENANCE
15'
LEVEE CREST
RIVER BED
RIVER BANK
LEVEE SIDE SLOPE
3:1
2:1
10'
VARIES
PER SHEET C-116
TOP OF STONE PROTECTION
1:
5'
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'
.5
1:1
0.5'
T
Y P
T
Y P
T
Y P
TRENCH
OBSERVATION
TRENCH
OBSERVATION
TRENCH
OBSERVATION
7.5'
7.5'
N.T.S.
N.T.S.
N.T.S.
N.T.S.
WATERSIDE LANDSIDE
LANDSIDEWATERSIDE
WATERSIDE LANDSIDE
LANDSIDEWATERSIDE
N.T.S.
N.T.S.
N.T.S.
LEVEE CROWN TYPICAL SECTION
LEVEE TYPICAL SECTION
LANDSIDE TURNOUT TYPICAL SECTION
WATERSIDE TURNOUT TYPICAL SECTION
BENCHING DETAIL
ROAD TYPICAL SECTION
WATERSIDE MAINTENANCE
TYPICAL SECTION
LANDSIDE MAINTENANCE ROAD
RANDOM FILL
3:13:1
3:1 3:1
3:1 3:1
1.
5:
11.5:1
1.5:1 1.
5:
1.5:1 1.
5:
6"
12'
1' SHOULDER (TYP)
-2%
-2%
STONE PROTECTION TYPICAL SECTION
N.T.S.
SLOPE
LEVEE SIDE
SLOPE
LEVEE SIDE
LEVEE CONTROL ELEVATION
LEVEE CONTROL ELEVATION
LEVEE CONTROL ELEVATION
LEVEE CONTROL ELEVATION
3:1
15'
15'
15'
15'
GROUND
EXISTING
GRADE
STRIPPING
FILL
RANDOM
GROUND
EXISTING
GRADE
STRIPPING
GRADE
STRIPPING
GRADE
STRIPPING
GRADE
STRIPPING
15'
N.T.S.
-2%
0.5'
SIDE SLOPE
EXISTING LEVEE
-2% -2%
-2%
-2%
-2%
STA. 3+25 TO STA. 112+70
ROAD TYPICAL SECTION
PHASE 2A WATERSIDE MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
-2%
-2%
-2%
-2%
-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
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
ROAD
MAINTENANCE
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C O
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S T
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N P
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U M
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N N C
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IF
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J
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C-301
P
IC
A L L
E V
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E C
T
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N S A
N D
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
AMD-02
/2
6"
SURFACE COURSE
6" AGGREGATE
SURFACE COURSE
4" AGGREGATE
(PROTECT -IN-PLACE)
ELDERBERRY
LEGEND
SCALE: 1''= 100'-0"
PROFILE
PLAN
VERTICAL EXAGGERATION = 10
N
EXISTING J LEVEE CROWN
DEGRADE ELEVATION (EXISTING LANDSIDE TOE)
100 50 0 100 200 FT
S E
E S
H E
E T C
D -1
- M
A T
C H L
IN
E
- S
T A . 4
S E
E S
H E
E T C
D -1
M
A T
C H L
IN
E S
T A
DEGRADE EXISTING LEVEE
LIMITS OF WORK
E L E
V A
T
IO
N
STATION
E L E
V A
T
IO
N
170170
170170
44+00 46+00 48+00 50+00 52+00 54+00 56+00 58+00 60+00 62+00 64+00 66+00
SO IT IS OUTSIDE THE DEGRADE EXTENTS
MOVE THE RIPRAP FURTHER DOWN THE RIPRAP SLOPE
IF RIPRAP EXISTS WITHIN J LEVE DEGRADE EXTENTS,
56+00, EXISTING RIPRAP IS TO BE PROTECTED IN PLACE.
J LEVEE ALIGNMENT APPROXIMATE STATIONS 51+00 TO
NOTE:
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
E C
IF
IC
A T
IO
N N
O
D E
S
IG
N F
IL
E N
U M
B E
R
IN
-H
O U
S E D
E S
IG
N
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
S A
C R
A M
E N
T O
C A
L
IF
O R
N -0
-B -N
U M
B
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
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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
B S
O L -0
-B -N
U M
B
M K
B
H
C A
R O
T A
C A
P
R
IC
H A
R D A T
O R
B
IK
-0
-2
E
N N C
O U
N
L
IF
O R
J
U L
Y
CD103
E V
E E
A
P L
A N A
N D P
R O
F
IL
E
S T
A T
O S
T A
AMD-02
R E
V
IS
E D P
E R A
M D -0
/2
135 135
135 135
135 135
145145
SEE NOTE
EXISTING RIPRAP, PROTECT IN PLACE
LIMITS OF WORK
ROAD, SEE SHEET C-301.
PHASE 2A WATERSIDE MAINTENANCE
FOR REUSE. PLACE SURFACE COURSE ON
REMOVE AND STOCKPILE SURFACE COURSE
EXISTING GRAVEL ROAD, SEE SHEET CD301.
WATERSIDE LANDSIDE
N.T.S.
DEGRADE LIMIT
J LEVEE CREST
LANDSIDE J LEVEE TOE
EXISTING GROUND
J LEVEE DEGRADE TYPICAL SECTION
STA. 8+55 TO STA. 101+00
WATERSIDE LANDSIDE
N.T.S.
DEGRADE LIMIT
J LEVEE CREST
LANDSIDE J LEVEE TOE
EXISTING GROUND
J LEVEE DEGRADE TYPICAL SECTION
STA. 107+00 TO STA. 213+75
WATERSIDE LEVEE TOE
-2%
-2%
6" AGGREGATE SURFACE COURSE
2" CHIP SEAL
4" AGGREGATE SURFACE COURSE
36" PIPE
22" PIPE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
E C
IF
IC
A T
IO
N N
O
D E
S
IG
N F
IL
E N
U M
B E
R
IN
-H
O U
S E D
E S
IG
N
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
S A
C R
A M
E N
T O
C A
L
IF
O R
N -0
-B -N
U M
B
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
B S
O L -0
-B -N
U M
B
M K
B
H
C A
R O
T A
C A
P
R
IC
H A
R D A T
O R
B
IK
-0
-2
E
N N C
O U
N
L
IF
O R
J
U L
Y
CD301
E V
E E D
E G
R A
D E
T Y
P
IC
A L S
E C
T
IO
SECTION.
WATERSIDE MAINTENANCE ROAD. SEE SHEET C-301 FOR TYPICAL
REMOVE AND PLACE AGGREGATE SURFACE COURSE ALONG PHASE 2A 3.
STATIONING GIVEN IS ALONG J LEVEE ALIGNMENT.2.
LANDSIDE LEVEE TOES.
DEGRADGE MUST BE LIMITED TO BETWEEN THE WATERSIDE AND
IF WATERSIDE LEVEE TOE IS HIGHER THAN LANDSIDE LEVEE TOE, J LEVEE 1.
NOTES:
SEAL TO BE REMOVED AND DISPOSED OF.
STA. 192+00 TO STA. 213+75 J LEVEE HAS AGGREGATE BASE AND CHIP 4.
SEGMENT FOR FILL.
EMBANKMENT FILL REQUIREMENTS IF CONTRACTOR PLANS TO USE
EMBANKMENT FILL REQUIREMENTS. CONTRACTOR MUST VERIFY IT MEETS
TESTED TO DETERMINE ITS COMPOSITION. IT IS LIKELY TO MEET
J LEVEE MATERIAL BETWEEN STA. 192+00 AND STA. 213+75 HAS NOT BEEN 3.
STATIONING GIVEN IS ALONG J LEVEE ALIGNMENT.2.
LANDSIDE LEVEE TOES.
DEGRADGE MUST BE LIMITED TO BETWEEN THE WATERSIDE AND
IF WATERSIDE LEVEE TOE IS HIGHER THAN LANDSIDE LEVEE TOE, J LEVEE 1.
NOTES:
N.T.S.
30"
11'
10'
CONCRETE VAULT REMOVAL DETAIL
ASSUMED LENGTH OF 36" PIPE TO BE REMOVED IS 65 FT.
REMOVE THE PIPE EXTENTS WITHIN THE J LEVEE DEGRADE EXTENTS.
ARE ASSUMED TO COTINUE AT THE 45 DEG. ANGLE ACROSS THE J LEVEE.
36" PIPE IS CONCRETE PIPE AND ITS EXTENTS ARE NOT FULLY KNOWN BUT 3.
SHEET C-502.
J LEVEE DEGRADE LIMITS. SEE TYPICAL PIPELINE CAPPING DETAIL ON
PIPES CONNECTED TO VAULT ARE TO BE CUT, CAPPED, AND PLUGGED AT 2.
EXTENTS.
VAULT STRUCTURE IS TO BE REMOVED WITHIN J LEVEE DEGRADE 1.
NOTES:
AMD-02
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| G-107.pdf |
| C-103.pdf |
| C-116.pdf |
| C-301.pdf |
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