A07.01-Atch_01_Plans_1of2.pdf
PDF 19 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 G-001 through C-201. 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-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 | ||
| A07.02-17R0040_AMD_01.pdf | ||
| A07.05-Site_Visit_Sign_In_Roster.pdf | ||
| A07.01-Atch_01_Plans_2of2.pdf | ||
| A07.01-Atch 02 Specifications 8May2017.pdf | ||
| A07.01-Solicitation.pdf | ||
| A07.01-Atch_03_Davis_Bacon_Wage_Determination_7Jul17.pdf | ||
| A07.01-Atch_01_Plans_8May2017.7z | 7Z file |
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Text version
US Army Corps of Engineers
Sacramento District
P L
O T
IM
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:3 pw://COE-SPKPWS01SAC.spk.ds.usace.army.mil:coe-spkpws01sac.spk.ds.usace.army.mil/Documents/Civil Works/Sacramento River, CA/Hamilton City Levee&slash;Ecosystem Restoration\30000 - Pre Construction Engineering & Design\Phase 2A\30AA0 - Engineering & Design
CALIFORNIA
GLENN COUNTY
HAMILTON CITY FLOOD DAMAGE
FY 2017
RESTORATION
REDUCTION AND ECOSYSTEM
Approved for public release; distribution is unlimited.
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HAMILTON CITY
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C O . R
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VICINITY MAP
LOCATION MAP
N.T.S.
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0 3000'1500'750' 4500'
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BORROW AREA B
BORROW AREA C
BORROW AREA D
BORROW AREA E
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D
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ALIGNMENT
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x 15.52
P
P
W
ABBREVIATIONS
NOTES:LEGEND
LIMITS OF WORK
WATER WELL
BURIED PIPE
GUARD POST
CONCRETE PIER
ELECTRIC PANEL
BENCHMARK
TELEPHONE MANHOLE
STORM DRAIN/CULVERT LINE
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INDEX CONTOUR
INTERMEDIATE CONTOUR
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TOP OF PIPE
TREE
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TEN HORIZONTAL IS TO ONE VERTICAL SLOPE
FIVE HORIZONTAL IS TO ONE VERTICAL SLOPE
THREE HORIZONTAL IS TO ONE VERTICAL SLOPE
DEER FENCE
UNDERGROUND ELECTRIC
CONTROL LINE (WITH STATIONS)
OVERHEAD ELECTRIC
CONTROL POINT (WITH NAME) SEE SHEET G-109
AGGREGATE SURFACE COURSE
STONE PROTECTION / RIPRAP
10:1
5:1
3:1
2:1 TWO HORIZONTAL IS TO ONE VERTICAL SLOPE
WATER PIPE LINE
G-004
L E
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N D A
N D A
B B
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V
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T
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GRAVEL ROAD REMOVAL
SLOPE INDICATOR
BACKFILL
SURVEY NOTES
FACILITY BORROW AREA WAS JULY 2015.
THE DATE FOR SURVEY DATA COLLECTION AT THE GCID INTAKE 4.
WAS 2010 BASED ON CVFED LIDAR DATA.
THE DATE FOR SURVEY DATA COLLECTION ALONG THE GCID CANAL 3.
LEVEE ALIGNMENT WAS JANUARY 2007.
THE DATE OF SURVEY DATA COLLECTION ALONG THE SETBACK 2.
1929 VERTICAL DATUM.
US SURVEY FEET. SURVEY DATA IS ALL REFERENCED TO THE NGVD
DATUM: CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 2,
ALL SURVEY DATA IS REFERENCED TO THE NAD 1983 HORIZONTAL 1.
POWER POLE
THE "J" LEVEE AT THE NORTH END OF THE PROJECT.
REQUIREMENT ARE THE EFFORTS NECESSARY TO TIE THE SETBACK LEVEE INTO
NECESSARY TO EXECUTE THIS CONTRACT. THE ONLY EXCEPTION FOR THIS
DURATION OF THIS CONTRACT AND MUST NOT BE IMPACTED BY THE EFFORTS
AND SURROUNDING AREAS. THE "J" LEVEE MUST REMAIN IN TACT FOR THE
LEVEE, REMAINS AS THE FLOOD PROTECTION LEVEE FOR THE CITY OF HAMILTON
LEVEE, WHICH RUNS ALONG THE RIVER BANK TO THE EAST OF THE THE SETBACK
WHERE THE PIPELINE CROSSES THE SETBACK LEVEE FOOTPRINT, THE EXISTING "J"
BECAUSE OF PG&E' NATURAL GAS PIPELINE AND THE GAPS IN THE SETBACK LEVEE 4.
TO THE PIPELINE IN THE CASE OF MAINTENANCE NEEDS OR AN EMERGENCY.
OF ANY PERMANENT / TEMPORARY STRUCTURES TO ALLOW FOR ACCESS BY PG&E
ALL AREAS WITHIN 20 FT OF THE 10" NATURAL GAS PIPELINE MUST BE KEPT CLEAR 3.
VALIDATE EACH EQUIPMENT'S USE IN AND AROUND THE PIPELINE.
ALL EQUIPMENT WHICH WILL BE OPERATED IN THE VICINITY OF THE PIPELINE TO
NATURAL GAS PIPELINE POINT OF CONTACT (PROVIDED ON THIS SHEET) A LIST OF
THE PIPELINE. PRIOR TO MOBILIZING ANY EQUIPMENT ON SITE, PROVIDE PG&E
EQUIPMENT LIMITS AND MINIMUM AMOUNT OF ADDITIONAL COVER REQUIRED OVER
ALLOWABLE WHEEL LOADING TABLE BELOW TO EVALUATE CONSTRUCTION
BE ADDED ON TOP OF THE PIPELINE TO ENSURE IT IS NOT DAMAGED. SEE
THAN 4 FT BELOW THE EXISTING GROUND SURFACE. ADDITIONAL COVERAGE MUST
THE 10" NATURAL GAS PIPELINE WITHIN THE PROJECT AREA IS BURIED NOT MORE 2.
REQUIREMENTS, PARAGRAPH "UTILITIES" FOR MORE INFORMATION.
CONTACT BELOW. ALSO SEE SPECIFICATION SECTION 01 00 00 GENERAL
COORDINATING CONSTRUCTION ACTIVITIES WITH SAID COMPANY. SEE POINTS OF
GAS & ELECTRIC COMPANY (PG&E). THE CONTRACTOR IS RESPONSIBLE FOR
UTILITY OWNERS WITHIN AND IN THE VICINITY OF THE PROJECT INCLUDE PACIFIC 1.
REINFORCED CONCRETE PIPE
FLOOD PROTECTION LEVEE EASEMENT
NATIONAL GEODETIC VERTICAL DATUM
NORTH AMERICAN DATUM
TYPICAL
SPECIFICATION SECTION
FEET
LENGTH
SLOPE
FISCAL YEAR
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CONCRETE
GLENN-COLUSA IRRIGATION DISTRICT
ON CENTER
DESIGN WATER SURFACE ELEVATION
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POINT TANGENT
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POINT VERTICAL TANGENT
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POINT OF BEGINING
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PT -
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SCALE: 1" = 400'-0"
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C-110
C -1
C -1
C -109
C -1
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C-104 C-105
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C -1
C -1
C -1
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S T A T E H
IG
H W
A Y
0 500' 1000' 2000' 3000'
SCALE: 1" = 1000'
GCID INTAKE FACILITY BORROW AREA
GCID CANAL
STATE
H
IG
HW
AY
C D
C D
C D
C D
C D
C D
C D
CD10
SETBACK LEVEE ALIGNMENT
L
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M A
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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
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U
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IN
T S
0702H A
0702I
B
C
AB
CC
DC
D
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EC
F
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MW
H
GAGE
IS +2.25 FT
AMERICAN VERTICAL DATUM OF 1988
DATUM OF 1929 TO THE NORTH
NATIONAL GEODETIC VERTICAL
THE CONVERSION FROM THE
NOTE:
H
IG
H W
A Y
C O
U N T Y R
O A D
HAMILTON CITY
0 200' 400' 800'
SCALE: 1" = 400'-0"
1200'
SETBACK LEVEE ALIGNMENT
RIVER
SACRAMENTO
N
PG&E GAS LINE LOCATION
S O
L
IC
IT
A T
IO
N N
O
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IL
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IG
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E
D A
T E
M A
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D E
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IP
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N
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R A
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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
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P V I S
T A .9
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STATION
180180
180180
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EL. 156.86
SETBACK LEVEE CONTROL
BOTTOM
OBSERVATION TRENCH
.5 :1
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S T
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EXISTING GROUND
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
PROTECT EXISTING FENCE IN PLACE8
LEVEE EMBANKMENT
DRAINAGE AWAY FROM SETBACK
EMBANKMENT FILL TO ALLOW POSITIVE
MAINTENANCE ROAD USING
RAMP, SETBACK LEVEE, AND LANDSIDE
BACKFILL SPACE BETWEEN EXISTING 7
TIE INTO SETBACK LEVEE SLOPE
ROAD BETWEEN STA. 1+50 AND 2+00 TO
RAMP. TRANSITION MAINTENANCE
MAINTENANCE ROAD ON EXISTING
STA. 1+50 BEGIN LANDSIDE 6
BASE CONTRACT LIMITS OF WORK5
SHEET C-501
DOUBLE SWING GATE, SEE DETAIL ON 4
FENCE
AGAINST EXISTING BARBED WIRE
SHOWN, ABUT STARTING FENCE POST
C-501. BEGIN FENCE AT COORDINATES
DEER FENCE, SEE DETAILS ON SHEET 3
15' MAINTENANCE ROAD2
EXISTING SIGN
STA. 1+57, REMOVE AND DISPOSE OF 1
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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D A
T E
M A
R K
D E
S C
R
IP
T
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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
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C-101
E 6553512.58 N 2404523.58
0 4 0 6 0 8
PROFILE
PLAN
3 5
N
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P
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.5
.5
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.6
.7
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.1
.2
.4
.5
.5
.5
.7
.9
B
B W
B
W
.4
.4
.5
PLAN
PROFILE
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
N
4 7
M A T C
H L
IN
E
- S
T A . 1
S
E E S
H E E T C -1
M A
T C
H L
IN
E S
T A . 9
S
E E S
H E
E T
EXISTING GROUND
SETBACK LEVEE CONTROL
BOTTOM
OBSERVATION TRENCH
PLACE
OF STA. 12+50. PROTECT IN
EMBANKMENT IN THE VICINITY
CO. RD. 203 ROADWAY
A CMP PROTRUDES FROM THE 2.
IS REQUIRED
REMOVAL IN THEIR ENTIRETY
EXISTING IN THIS AREA AND
IRRIGATION SYSTEMS
CLEARING AND GRUBBING,
PER SPEC. SEC. 31 11 00 1.
GENERAL NOTES:
C-502.
REMAINING ENDS PER DETAIL ON
FOOTPRINT. CAP AND PLUG
ROADS AND SETBACK LEVEE
EXTENTS OF MAINTENANCE
IRRIGATION LINE WITHIN
REMOVE EXISTING FLOOD 14
SLOPES MUST BE 3H:1V
UP TO RAMP 'A'. RAMP SIDE
LANDSIDE MAINTENANCE ROAD
CONSTRUCT RAMP FROM
STA. 16+92 TO STA. 17+25, 13
SLOPES MUST BE 3H:1V
MAINTENANCE ROAD. RAMP SIDE
'A' DOWN TO LANDSIDE
CONSTRUCT RAMP FROM RAMP
STA. 17+38 TO STA. 17+75, 12
SHEET C-502
OVER-EXCAVATE PER DETAIL ON
MAINTENANCE ROAD.
COURSE ON LANDSIDE
OF AGGREGATE SURFACE
GRAVEL MAY BE USED IN PLACE
AND MAINTENANCE ROADS.
FOOTPRINT OF SETBACK LEVEE
REMOVE GRAVEL ROAD WITHIN 11
STAGING AREA10
WORK
BASE CONTRACT LIMITS OF 9
C-114
RAMP 'A' ALIGNMENT, SEE SHEET 8
DETAIL ON SHEET C-501
DOUBLE SWING GATE, SEE 7
EXISTING FENCE AND PIPE GATE.
REMOVE AND DISPOSE OF 6
PLACE
WATERLINES AND PUMP IN
STA. 17+00, PROTECT 5
SHEET C-501
DEER FENCE, SEE DETAILS ON 4
15' MAINTENANCE ROAD3
C-301
SEE TYPICAL SECTION ON SHEET
FROM FULL WIDTH OF TURNOUT.
17+75 CONSTRUCT TRANSITION
BETWEEN STA. 17+50 AND STA.
STA. 17+75, END TURNOUT. 2
C-301
SEE TYPICAL SECTION ON SHEET
TO FULL WIDTH OF TURNOUT.
17+00 CONSTRUCT TRANSITION
BETWEEN STA. 16+75 AND STA.
STA. 16+75, BEGIN TURNOUT. 1
NOTES:
S O
L
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IT
A T
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N N
O
F
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D W
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D B
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N
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C A
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P L
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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
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B
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N A
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A R
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A N
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S T
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T A
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A N A
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C-102
9+00 10+00 12+00 14+00 16+00 18+00 18+75
STATION
E L E
V A
T
IO
N F
T
N G
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180180 E
L E
V A
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N F
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EL. 156.86
EL. 156.28
P V I S
T A
E le v
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P V I S
T A
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-10%
.6
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.4
.4
.6
.6
.7
.9
.0
.1
.2
.9
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
PLAN
PROFILE
S O
L
IC
IT
A T
IO
N N
O
F
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A M
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D W
N B
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N
C O
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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
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R S
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EL . 156.28
EXISTING GROUND
C-103
SETBACK LEVEE CONTROL
BOTTOM
OBSERVATION TRENCH
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
BASE CONTRACT LIMITS OF WORK3
C-501
DEER FENCE, SEE DETAILS ON SHEET 2
15' MAINTENANCE ROAD1
NOTES:
N
M A
T C
H L
IN
E -S
T A . 1
S
E E S
H T C -1
M
T C
H L
IN
E -S
T A . 2
S
E E S
H T C -1
18+75 20+00 22+00 24+00 26+00 28+00 28+50
STATION
E L E
V A
T
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N F
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N G
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180180
180180 E
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V A
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N F
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EL 155.84
.2
.4
.7
.8
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.1
.3
.4
.5
.5
.7
.7
.8
.9
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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
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T A . 3
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H T C -1
M A
T C
H L
IN
E -S
T A . 2
-S
E E S
H T C -1
PROFILE
PLAN
BOTTOM
OBSERVATION TRENCH
SETBACK LEVEE CONTROL
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
EXISTING GROUND
MAINTENANCE ROAD
LANDSIDE DRAINAGE DITCH
FENCE TO FOLLOW LEVEE SIDE OF
STA. 33+19 TRANSITION DEER 9
MAINTENANCE ROAD
15' LANDSIDE DRAINAGE DITCH 8
ON SHEET C-501
DOUBLE SWING GATE, SEE DETAIL 7
BASE CONTRACT LIMITS OF WORK6
C-301
SEE TYPICAL SECTION ON SHEET
FROM FULL WIDTH OF TURNOUT.
34+75 CONSTRUCT TRANSITION
BETWEEN STA. 34+50 AND STA.
STA. 34+75, END TURNOUT. 5
TYPICAL SECTION ON SHEET C-301
FULL WIDTH OF TURNOUT. SEE
34+00 CONSTRUCT TRANSITION TO
BETWEEN STA. 33+75 AND STA.
STA. 33+75, BEGIN TURNOUT. 4
C-303 FOR TYPICAL SECTIONS
SHEET C-201 TO C-204. SEE SHEET
ALIGNMENT. SEE PROFILE ON
LANDSIDE DRAINAGE DITCH 3
SHEET C-501
DEER FENCE, SEE DETAILS ON 2
15' MAINTENANCE ROAD1
NOTES:
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
C-104
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
N
EL. 155.84 EL. 155.40
28+50 30+00 32+00 34+00 36+00 38+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
180180
180180
E L E
V A
T
IO
N F
T
N G
V D
FLOW
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
38+00 40+00 42+00 44+00 46+00 47+50
STATION
E L E
V A
T
IO
N F
T
N G
V D
180180
180180
E L E
V A
T
IO
N F
T
N G
V D
EL. 155.40 EL.154.71
EXCAVATE OBSERVATION TRENCH TO 8 FT DEPTH10
E le v
.3
P V I S
T A
SW
E
LE
V
5.3
NE
ELE
V
4.6
PI
PE
TOP
" C
MP
N 3 8
SE
ELE
V
4.5
NW
E
LE
V
4.3
PI
PE
TOP
" C
MP
SW
E
LE
V
4.0
NE
ELE
V
4.5
PI
PE
TOP
" C
MP
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
BOTTOM
OBSERVATION TRENCH
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
12" DIA. CMP
STA. 42+49, REMOVE & DISPOSE OF 12
TYPICAL SECTIONS
ALIGNMENT. SEE SHEET C-302 FOR
NORTH DRAINAGE DITCH 11
BOTTOM DEPTH FROM 6 FT TO 8 FT
TRANSITION OBSERVATION TRENCH
BETWEEN STA. 41+75 AND STA. 42+00 10
PLACE
STA. 40+90, PROTECT 12" DIA. CMP IN 9
MAINTENANCE ROAD
15' LANDSIDE DRAINAGE DITCH 8
BASE CONTRACT LIMITS OF WORK7
12" DIA. CMP
STA. 41+75, REMOVE & DISPOSE OF 6
18" DIA. CMP
STA. 41+00, REMOVE & DISPOSE OF 5
C-502
STA. 51+63. SEE DETAIL ON SHEET
146.0 FT BETWEEN STA. 41+13 AND
EMBANKMENT FILL UP TO ELEVATION
EXISTING DITCH USING
OVEREXCAVATE AND BACKFILL 4
C-303 FOR TYPICAL SECTIONS
SHEETS C-201 TO C-204. SEE SHEET
ALIGNMENT. SEE PROFILE ON
LANDSIDE DRAINAGE DITCH 3
SHEET C-501
DEER FENCE, SEE DETAILS ON 2
15' MAINTENANCE ROAD1
NOTES:
M A
T C
H L
IN
E S
T A S
E E S
H T C -1
T C
H L
IN
E S
T A S
E E S
H T C -1
SETBACK LEVEE CONTROL
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
C-105
PROFILE
PLAN
.9
SW ELEV 145.23
NE ELEV 144.78
PIPE TOP 12" CMP
.9
.9
.0
SW
ELE
V 1 .89
NE E
LE
V 1 .92
PIP
E T
OP 1
8"
CMP
.0
.1
.1
.1
.1
.2
.2
.2
.2
.3
.3
.4
.4
C
CC
.5
.5
.6
.0
FLOW
FLOW
NE ELEV 144.29
ELE
V 1
.29
PIP
E T
OP 1
8"
CMP
SW ELEV 144.54
ELEV 143.50
PIPE TO
P 18" C
M P
.7
.7
.8
.8
.8
.8
.9
.9
.9
PIPE TOP 12" CMP
SW
ELE
V 1 .89
NE E
LE
V 1 .92
PIP
E T
OP 1
8"
CMP
.0
.1
.1
.2
.2
.3
.4
.4
.4
.5
.5
.6
.7
.8
.0
.0
PLAN
0 20' 40' 80' 120'
SCALE: 1" = 40'-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
C-106
S T
A
T
O S
T A
P L
A N A
N D P
R O
F
IL
E
PROFILE
6 14
DETAIL ON SHEET C-502
SHEET C-115. OVER-EXCAVATE PER
ROAD. SEE RAMP 'B' ALIGNMENT ON
COURSE ON LANDSIDE MAINTENANCE
IN PLACE OF AGGREGATE SURFACE
FOOTPRINTS. GRAVEL MAY BE USED
'B', AND MAINTENANCE ROAD
EXTENTS OF SETBACK LEVEE, RAMP
REMOVE GRAVEL ROAD WITHIN 20
C-115
SEE RAMP 'B' ALIGNMENT ON SHEET
RAMP 'B' ALIGNMENT STATION 6+82.
ALONG AND TIE INTO RAMP 'B' AT
MAINTENANCE ROAD TO FOLLOW
STA. 49+13, TURN LANDSIDE 19
FOLLOW ALONG TOES OF RAMP 'B'
TURN MAINTENANCE ROADS TO 18
BOTTOM DEPTH FROM 8 FT TO 6 FT
TRANSITION OBSERVATION TRENCH
BETWEEN STA. 50+00 AND STA. 50+25 17
SECTIONS
SEE SHEET C-302 FOR TYPICAL
NORTH DRAINAGE DITCH ALIGNMENT. 16
RELOCATED POWERPOLE. SEE NOTE
APPROXIMATE NEW LOCATIONS OF 15
MAINTENANCE ROAD
15' LANDSIDE DRAINAGE DITCH 14
BASE CONTRACT LIMITS OF WORK13
SEE DETAIL ON SHEET C-502
BETWEEN STA. 41+13 AND STA. 52+46.
FILL UP TO ELEVATION 146.0 FT
EXISTING DITCH USING EMBANKMENT
OVER-EXCAVATE AND BACKFILL 12
SHEET C-501
DOUBLE SWING GATE, SEE DETAIL ON 11
C-115
RAMP 'B' ALIGNMENT, SEE SHEET 10
OTHERS
ELECTRICAL LINES, RELOCATED BY
STA. 49+90.00, POWER POLE AND 9
18" CMP
STA. 48+50.00, REMOVE & DISPOSE OF 8
12" CMP
STA. 47+80.00, REMOVE & DISPOSE OF 7
18" CMP
STA. 47+60.00, REMOVE & DISPOSE OF 6
SECTION ON SHEET C-301
WIDTH OF TURNOUT. SEE TYPICAL
CONSTRUCT TRANSITION FROM FULL
STA. 51+75 AND STA. 52+00
STA. 52+00, END TURNOUT. BETWEEN 5
SECTION ON SHEET C-301
WIDTH OF TURNOUT. SEE TYPICAL
CONSTRUCT TRANSITION TO FULL
BETWEEN STA. 51+00 AND STA. 51+25
STA. 51+00, BEGIN TURNOUT. 4
C-303 FOR TYPICAL SECTIONS
SHEETS C-201 TO C-204. SEE SHEET
ALIGNMENT. SEE PROFILE ON
LANDSIDE DRAINAGE DITCH 3
C-501
DEER FENCE, SEE DETAILS ON SHEET 2
15' MAINTENANCE ROAD1
NOTES:
M A
T C
H L
IN
E S
T A . 4
S
E E S
H T C -1
M A
T C
H L
IN
E S
T A . 5
S
E E S
H T C -1
EXISTING GROUND
SETBACK LEVEE CONTROL
N
47+50 48+00 50+00 52+00 54+00 56+00 57+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
180180
180180
E L E
V A
T
IO
N F
T
N G
V D
EL. 154.71
EL. 153.93
EXCAVATE OBSERVATION TRENCH BOTTOM TO 8 FT DEPTH 17
OBSERVATION TRENCH BOTTOM
FLOW
FLOW
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
T C
H L
IN
E S
T A . 5
S
E E S
H T C -1
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
PLAN
M A
T C
H L
IN
E
- S
T A . 6
S
E E S
H E
E T C -1
EXISTING GROUND
SETBACK LEVEE CONTROL
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
SHEET C-501
DOUBLE SWING GATE, SEE DETAIL ON 7
MAINTENANCE ROAD
15' LANDSIDE DRAINAGE DITCH 6
BASE CONTRACT LIMITS OF WORK5
SHEET C-502
OVER-EXCAVATE PER DETAIL ON
LANDSIDE MAINTENANCE ROAD.
AGGREGATE SURFACE COURSE ON
GRAVEL MAY BE USED IN PLACE OF
THE LANDSIDE DRAINAGE DITCH.
WATERSIDE MAINTENANCE ROAD AND
WITHIN THE EXTENTS OF THE
REMOVE EXISTING GRAVEL ROAD 4
TYPICAL SECTIONS
C-201 TO C-204. SEE SHEET C-303 FOR
ALIGNMENT. SEE PROFILE ON SHEETS
LANDSIDE DRAINAGE DITCH 3
C-501
DEER FENCE, SEE DETAILS ON SHEET 2
15' MAINTENANCE ROAD1
NOTES:
PROFILE
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-107
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
N
57+00 58+00 60+00 62+00 64+00 66+00 66+25
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
180180
180180
EL. 153.93
EL. 153.54
OBSERVATION TRENCH BOTTOM
P V I S
T A
E le v
.8
G R
A V
E L R
O A
D
.6
.6
.7
.8
.0
D
.1
.2
.2
.3
.3
.3
.3
.4
.5
.5
.6
.7
.9
FLOW
SETBACK LEVEE CONTROL
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-108
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
N
M A
T C
H L
IN
E S
T A . 6
S
E E S
H E
E T C -1
STA. 70+25
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
OPTION 1 LIMITS OF WORK16
AGGREGATE SURFACE COURSE
STA. 72+25 RESUME LEVEE CREST 15
AGGREGATE SURFACE COURSE
STA. 69+75 TERMINATE LEVEE CREST 14
SURFACE COURSE
MAINTENANCE ROAD AGGREGATE
STA. 71+75 RESUME LANDSIDE 13
SURFACE COURSE
MAINTENANCE ROAD AGGREGATE
STA. 70+00 TERMINATE LANDSIDE 12
TRANSITION TO FULL DITCH DEPTH
DRAINAGE DITCH. USE 2H:1V SLOPE TO
MAINTENANCE ROAD AND LANDSIDE
15' LANDSIDE DRAINAGE DITCH
DRAINAGE DITCH ALIGNMENT)RESUME
STA. 70+00 (ALONG LANDSIDE 11
DITCH DEPTH TO TERMINUS
SLOPE TO TRANSITION FROM FULL
LANDSIDE DRAINAGE DITCH. USE 2H:1V
DITCH MAINTENANCE ROAD AND
TERMINATE 15' LANDSIDE DRAINAGE
DRAINAGE DITCH ALIGNMENT)
STA. 68+60 (ALONG LANDSIDE 10
LEVEE HEIGHT
5H:1V SLOPE TO TRANSITION TO FULL
ROADS AND SETBACK LEVEE. USE
STA. 71+50 RESUME MAINTENANCE 9
FULL LEVEE HEIGHT TO TERMINUS
5H:1V SLOPE TO TRANSITION FROM
ROADS AND SETBACK LEVEE. USE
STA. 70+25 TERMINATE MAINTENANCE 8
MAINTENANCE ROAD
15' LANDSIDE DRAINAGE DITCH 7
INFORMATION
NOTES ON SHEET G-004 FOR MORE
PIPELINE, PROTECT IN PLACE. SEE
BURIED 10" PG&E NATURAL GAS 6
REMOVED BY OTHERS
POWER POLES AND ELECTRICAL LINES, 5
BASE CONTRACT LIMITS OF WORK4
TYPICAL SECTIONS
C-201 TO C-204. SEE SHEET C-303 FOR
ALIGNMENT. SEE PROFILE ON SHEETS
LANDSIDE DRAINAGE DITCH 3
C-501
DEER FENCE, SEE DETAILS ON SHEET 2
15' MAINTENANCE ROAD1
NOTES:
M A
T C
H L
IN
E
S
T A S
E E S
H E
E T C -1
STA. 71+50
5:1
BASE CONTRACT OPTION 1
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
OBSERVATION TRENCH BOTTOM
5:
.5 :1
AND WELL TO BE ABANDONED
TO PUMP TO BE REMOVED AND DISPOSED OF
B A S
E C
O N
T R
A C
T O
P T
IO
N
G R
A V
E L R
O A
D
.3
.3
.4
.5
.5
E
.5
.5
.6
.6
.6
.7
.7
.7
.8
.8
.0
.2
.2
.2
.6
66+25 68+00 70+00 72+00 74+00 75+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
180180
180180
EL. 153.54 EL. 153.40
.5 :1
EXISTING GROUND
S T
A
OBSERVATION TRENCH BOTTOM
P V I S
T A .8
E le v
.4
P V I S
T A
E le v
.6
0P V I S
T A .8
E le v
.4
P V I S
T A
E le v
.5
0 7
0 7
FLOW
FLOW
PLAN
PROFILE
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
Y
C K
D B
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D E
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D B
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N
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2 3
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M A
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P L
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C A
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P L
O T D
A T
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D A
T E
M A
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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
D
S A
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A M
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IS
T R
IC
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/0
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-6
C-109
S T
A T
O S
T A
P L
A N A
N D P
R O
F
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0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
N
OBSERVATION TRENCH BOTTOM
M A
T C
H L
IN
E S
T A . 8
S
E E S
H E
E T C -1
M A
T C
H L
IN
E S
T A . 7
S
E E S
H E
E T C -1
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
.1
.3
.5
.6
.6
.7
.7
.8
.9
.9
.9
.0
.0
.1
.1
.2
.2
.2
.3
.3
.3
.3
.3
.3
.5
.6
.6
.8
.0
FLOW
EXISTING GROUND @ LEVEE
SETBACK LEVEE CONTROL
MAINTENANCE ROAD
15' LANDSIDE DRAINAGE DITCH 5
OPTION 1 LIMITS OF WORK4
TYPICAL SECTIONS
C-201 TO C-204. SEE SHEET C-303 FOR
ALIGNMENT. SEE PROFILE ON SHEETS
LANDSIDE DRAINAGE DITCH 3
C-501
DEER FENCE, SEE DETAILS ON SHEET 2
15' MAINTENANCE ROAD1
NOTES:
75+75 76+00 78+00 80+00 82+00 84+00 85+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
180180
EL. 153.40EL. 153.40
G
ATE
PH
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7.
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5.
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.1
.1
.4
.4
.5
.6
.7
.7
.8
.8
.3
.4
.6
C
.0
.0
.0
.1
.2
.2
M W
GRAVEL ROAD
S T A T E H
W Y
G R
A V E L R
O A
D
.3
F
.5
.5
.5
.6
.9
S O
L
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N N
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N B
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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
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T O D
IS
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IC
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N
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N
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N N C
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IT
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A G
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N A
N D E
C O
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S T
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S T
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N P
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A R
IC
H A
R D A T
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B
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-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
M A
T C
H L
IN
E S
T A . 8
S
E E S
H E
E T C -1
M A
TC
H
LIN
E S
TA
. 93+00 S
E E S
H E E T C
-111
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
T
E 6560041.91
N 2398645.04
85+00 86+00 88+00 90+00 92+00 93+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
170170
170170
EL. 153.40
EL. 153.40
SETBACK LEVEE CONTROL
OBSERVATION TRENCH BOTTOM
-4
-6 .1 4%
90+00
92+00
FLOW
F L O
W
C-110
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
N
SECTION ON SHEET C-302
88+00 TRANSITION TO FULL THICKNESS OF SEEPAGE BERM. TYPICAL
STA. 87+75, BEGIN SEEPAGE BERM. BETWEEN STA. 87+75 AND STA. 22
CREST AT GRADE SHOWN
BETWEEN STA. 90+55 AND STA. 91+25 TRANSITION SEEPAGE BERM 21
TRENCH BOTTOM AT -10% GRADE
BETWEEN STA. 90+26.7 AND STA. 90+62.3 CONSTRUCT OBSERVATION 20
MUST BE 3H:1V
MAINTENANCE ROAD RAMP AT GRADE SHOWN. RAMP SIDE SLOPES
BETWEEN STA. 90+55 AND STA. 91+25 CONSTRUCT LANDSIDE 19
WATERSIDE DRAINAGE DITCH AND LANDSIDE MAINTENANCE ROAD
DEGRADE EXISTING BERM DOWN TO EL. = 140 FT WITHIN EXTENTS OF 18
DOUBLE SWING GATE17
15' LANDSIDE DRAINAGE DITCH MAINTENANCE ROAD16
15' WATERSIDE DRAINAGE DITCH MAINTENANCE ROAD15
OPTION 1 LIMITS OF WORK14
LANDSIDE MAINTENANCE ROAD TOE. SEE DETAIL ON SHEET C-502
FILL UP TO EL. 140 FT BETWEEN WATERSIDE DRAINAGE DITCH AND
OVER-EXCAVATE AND BACKFILL EXISTING DITCH USING EMBANKMENT 13
REMOVE EXISTING GATE AND FENCE12
STA. 92+40, PROTECT UTILITY POLE IN PLACE11
RAMP 'C' ALIGNMENT SEE SHEETS C-116 AND C-30310
STA. 91+10, REMOVE AND DISPOSE OF 15" CMP9
STA. 90+56, 30" RCP CULVERT. PROTECT IN PLACE8
TO C-204. SEE SHEET C-303 FOR TYPICAL SECTIONS
LANDSIDE DRAINAGE DITCH ALIGNMENT. SEE PROFILE ON SHEETS C-201 7
MAINTENANCE ROAD. OVER-EXCAVATE PER DETAIL ON SHEET C-502
IN PLACE OF AGGREGATE SURFACE COURSE ON LANDSIDE
MAINTENANCE ROAD AND 8' HIGH DEER FENCE. GRAVEL MAY BE USED
REMOVE EXISTING GRAVEL ROAD WITHIN EXTENTS OF WATERSIDE 15' 6
STA. 90+80, PROTECT PHONE MANHOLE IN PLACE5
STA. 89+75, REMOVE 15" CMP4
C-205 TO C-206. SEE SHEET C-303 FOR TYPICAL SECTIONS
WATERSIDE DRAINAGE DITCH ALIGNMENT. SEE PROFILE ON SHEET 3
DEER FENCE, SEE DETAILS ON SHEET C-5012
15' MAINTENANCE ROAD1
NOTES:
PLAN
OBSERVATION TRENCH BOTTOM
IN THEIR ENTIRETY IS REQUIRED
EXISTING IN THIS AREA AND REMOVAL
AND GRUBBING, IRRIGATION SYSTEMS
PER SPEC. SEC. 31 11 00 CLEARING 1.
GENERAL NOTES:
0.7
0.7
0.8
0.9
0.9
1.0
1.0
1.2
1.2
1.2
1.3
1.4
1.5
1.5
1.5
1.5
1.6
1.9
1.9
2.0
2.1
2.2
2.3
2.4
2.4
2.5
2.5
2.6
C
R A
M P
STATE HWY 32 STATE HWY 32
4.7
4.8
145 145
PLAN
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
PROFILE
M A
T C
H L
IN
E S
T A . 9
S
E E S
H E
E T C -1
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -1
C-111
SECTION ON SHEET C-302
SEEPAGE BERM, SEE TYPICAL 6
MAINTENANCE ROAD
15' WATERSIDE DRAINAGE DITCH 5
OPTION 1 LIMITS OF WORK4
TYPICAL SECTIONS
C-205 TO C-206. SEE SHEET C-303 FOR
ALIGNMENT. SEE PROFILE ON SHEETS
WATERSIDE DRAINAGE DITCH 3
C-501
DEER FENCE, SEE DETAILS ON SHEET 2
15' MAINTENANCE ROAD1
NOTES:
N
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
T T T
FLOW
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
E L E
V A
T
IO
N F
T
N G
V D
93+00
170170
94+00
EL. 153.40
96+00
EXISTING GROUND
SETBACK LEVEE CONTROL
STATION
98+00
EL. 152.74
100+00 102+00 102+50
170170
E L E
V A
T
IO
N F
T
N G
V D )P
V I S
T A
E le v
.2
P V I S
T A
E le v
.7
P V I S
T A
E le v
.6
GATE
INVERT 142.33
RAMP
2.8
2.8
2.8
3.0
3.1
3.2
3.3
3.5
3.5
3.7
3.7
3.7
3.8
3.8
DROP INLET
RIM ELEV 143.98
4.0
4.0
4.0
4.1
4.2
STATE HWY 32
GRAVEL ROAD
4.4
9.6
5.6
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -1
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -1
REQUIRED
THIS AREA AND REMOVAL IN THEIR ENTIRETY IS
GRUBBING, IRRIGATION SYSTEMS EXISTING IN
PER SPEC. SEC. 31 11 00 CLEARING AND 1.
GENERAL NOTES:
T
T
T
GRAVEL ROAD
GRAVEL ROAD
FLOW
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-112
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
N
OBSERVATION TRENCH BOTTOM
EXISTING GROUND
SETBACK LEVEE CONTROL
PLAN
PROFILE
102+50 104+00 106+00 108+00 110+00 111+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
170170
170170
EL. 152.74 EL. 152.55
C-302
SEEPAGE BERM, SEE TYPICAL SECTION ON SHEET 12
DRAINAGE DITCH
TRANSITION FOR TERMINATION OF WATERSIDE
DITCH MAINTENANCE ROAD. BEGIN 2H:1V
STA. 108+27.52 TERMINATE WATERSIDE DRAINAGE 11
ROAD
15' WATERSIDE DRAINAGE DITCH MAINTENANCE 10
DETAIL ON SHEET C-501
STA. 105+32 INSTALL DOUBLE SWING GATE, SEE 9
OPTION 1 LIMITS OF WORK8
PROTECT IN PLACE
STA. 109+13, POWER POLE AND ELECTRICAL LINES, 7
PROTECT IN PLACE
STA. 106+71, POWER POLE AND ELECTRICAL LINES, 6
PROTECT IN PLACE
STA. 104+19, POWER POLE AND ELECTRICAL LINES, 5
PROTECT IN PLACE
STA. 104+03, POWER POLE AND ELECTRICAL LINES, 4
C-303 FOR TYPICAL SECTION
PROFILE ON SHEETS C-205 TO C-206. SEE SHEET
WATERSIDE DRAINAGE DITCH ALIGNMENT. SEE 3
DEER FENCE, SEE DETAILS ON SHEET C-5012
15' MAINTENANCE ROAD1
NOTES:
EL. 152.55
0 20' 40' 80'
SCALE: 1" = 40'-0"
120'
PHONE MANHOLE
RIM ELEV 148.15
PHONE MANHOLE
RIM ELEV 145.56
RAMP
6.8
6.8
9.6
4.1
4.1
4.1
STATE HWY 32
4.3
4.3
4.4
H
5.0
C
BOTTOM
OBSERVATION TRENCH
R
IV
E R
S A
C R
A M
E N
T O
ENTIRETY IS REQUIRED
SYSTEMS EXISTING IN THIS AREA AND REMOVAL IN THEIR
PER SPEC. SEC. 31 11 00 CLEARING AND GRUBBING, IRRIGATION 1.
GENERAL NOTES:
C
0.8
1.0
GAGE
GAUGING STATION & INSTRUMENTS STRUCTURE
1.9
PIPE INVERT ELEV 150.
N BURIED 3" P
VC
M A
T C
H L
IN
E
S
T A S
E E S
H E
E T C -1
S T
A .7
GRAVEL ROAD
GRAVEL ROAD T
TG
G
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
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C M
K B
C A
L
IF
O R
N
IA
G L E
N N C
O U
N T
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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
S T
A T
O S
T A
A
P L
A N A
N D P
R O
F
IL
E
C-113
N
111+00 112+00
E L E
V A
T
IO
N F
T
N G
V D
170170
114+00
STATION
SETBACK LEVEE CONTROL
.5 :1
116+00 116+50
E L E
V A
T
IO
N F
T
N G
V D
170170
P V I S
T A .5
E le v
.5
P V I S
T A .7
E le v
.3
116+00
MAINTENANCE ROAD
STA. 112+25, END AGGREGATE SURFACE COURSE ON LANDSIDE 11
CREST
STA. 112+00, END AGGREGATE SURFACE COURSE ON LEVEE 10
SEEPAGE BERM, SEE TYPICAL SECTION ON SHEET C-3029
SHEETS C-205 TO C-206. SEE SHEET C-303 FOR TYPICAL SECTION
WATERSIDE DRAINAGE DITCH ALIGNMENT. SEE PROFILE ON 8
OPTION 1 LIMITS OF WORK7
SEE NOTES ON SHEET G-004 FOR MORE INFORMATION
BURIED 10" PG&E NATURAL GAS PIPELINE, PROTECT IN PLACE. 6
BY OTHERS
STA. 113+85, POWER POLE AND ELECTRICAL LINES RELOCATED 5
ROADS, AND DEER FENCE
STA. 112+70.7, TERMINATE SETBACK LEVEE, 15' MAINTENANCE 4
SETBACK LEVEE TERMINUS AT STA. 112+70.7
STA. 112+29.5, BEGIN 5H:1V TRANSITION SLOPE DOWN TO 3
DEER FENCE, SEE DETAILS ON SHEET C-5012
15' MAINTENANCE ROAD1
NOTES:
PLAN
PROFILE
5:1
EXISTING GROUND
0 15' 30' 60' 90'
SCALE: 1" = 30'-0"
PROFILE
15" CMP
NE PIPE TOP ELEV 149.99
SW PIPE TOP ELEV 151.40
15" CMP
WATERSIDELANDSIDE
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
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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
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N
IA
G L E
N N C
O U
N T
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H A
M
IL
T O
N C
IT
Y F
L O
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A M
A G
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R E
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N A
N D E
C O
S Y
S T
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S T
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A T
IO
N P
H A
S E
A R
IC
H A
R D A T
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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-114
R A
M P A P
L A
N A
N D P
R O
F
IL
E
STA. 2+27, BEGIN GRAVEL ON WATERSIDE OF RAMP 'A'3
SETBACK LEVEE ALIGNMENT2
SHEET
AND DETAILS. SEE HORIZONTAL CONTROL TABULATION ON THIS
RAMP 'A' ALIGNMENT, SEE SHEET C-303 FOR TYPICAL SECTION 1
NOTES:
F
8.
8.
8.
8.
9.
9.
11 14
9.
9.
9.
B B
W
B
W
0+000+501+001+502+002+503+003+504+004+505+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
E le v
.1
E le v
.1
E le v
.9
E le v
.4
E le v
.1
E le v
.3
E le v
.1
E le v
.2
E le v
.6
E le v
.6
E le v
.6
Grade = 6.07%Gra de
= -7 .68
P V
T
.5
P V I .0
P V I .0
P V
C
.5
P V I .1
P V
T
.2
P V I .7
P V
C
.2
P V
T
.0
P V I .0
P V
C
.9
EMBANKMENT
SETBACK LEVEE
EXISTING GROUNDRAMP 'A' PROFILE
= -0.09%
GRADE
0 20' 40' 80' 120'
SCALE: 1" = 40'-0"
PROFILE
N E E
LE
V 144.29
ELEV 144.29
PIPE TOP 18" CMP
S W E
LE
V 144.54
E L E
V
.5
P
IP
E T
O P
" C
M P
5.5
5.7
5.8
5.8
5.8
5.9
5.9
P
IP
E T
O P 12" C
M P
6.1
6.1
6.2
6.3
6.3
6.4
6.6
6.7
6.8
6.8
7.3
WATERSIDELANDSIDE
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
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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
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IG
N
H
C A
R O
T A
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C M
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C A
L
IF
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G L E
N N C
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H A
M
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N C
IT
Y F
L O
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A M
A G
E
R E
D U
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N A
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N P
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A R
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H A
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B
IK
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F u ll S iz e
/0
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A N
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D n o n P
W .d g n5 -0
-6
R A
M P B P
L A
N A
N D P
R O
F
IL
E
C-115
SETBACK LEVEE ALIGNMENT2
SHEET
AND DETAILS. SEE ALIGNMENT CONTROL TABULATION ON THIS
RAMP 'B' ALIGNMENT, SEE SHEET C-303 FOR TYPICAL SECTION 1
NOTES:
170170
170170
E L E
V A
T
IO
N F
T
N G
V D
0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+00
STATION
E L E
V A
T
IO
N F
T
N G
V D
P V
T
.5
P V I .4
P V
C
.2
P V
T
.5
P V I .0
P V
C
.5
P V
T
.9
P V I .8
P V
C
.8
P V
T
.3
P V I .2
P V
C
.1
E le v
.8
E le v
.9
E le v
.1
E le v
.7
E le v
.5
E le v
.5
E le v
.5
E le v
.5
E le v
.6
E le v
.7
E le v
.7
E le v
.5
E le v
.0
P
V I .2
Grade = -0.80%
Grade = 5.66%
G ra d e .0
Grad e = -
6.00
G ra d e .4
E le v
.8
P
V I
EMBANKMENT
SETBACK LEVEE EXISTING GROUND
PROFILE
RAMP 'B'
2+00
0 15' 30' 60' 90'
SCALE: 1" = 30'-0"
PROFILE
GATE
PHONE M
ANHOLE
RIM
ELEV 143.94
SW
INVERT ELEV 137.69
NE INVERT ELEV 138.44
15" CM
P
G
139.
140.
140.
140.
140.
140.
141.
141.
143.
143.
143.
C
144.
144.
0702M W
STATE HWY 32
G R
A V E L R
O A
D
LANDSIDE WATERSIDE
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
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U M
B E
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S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
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S A
C R
A M
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T O
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
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
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N T
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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-116
R A
M P C P
L A
N A
N D P
R O
F
IL
E
SETBACK LEVEE ALIGNMENT2
SHEET
AND DETAILS. SEE ALIGNMENT CONTROL TABULATION ON THIS
RAMP 'C' ALIGNMENT, SEE SHEET C-303 FOR TYPICAL SECTION 1
NOTES:
T
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+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
P V I .8
P V I .1
P V I .8
E le v
.6
E le v
.2
E le v
.4
Grade = -8.80%
SETBACK LEVEE EMBANKMENT
EXISTING GROUND
RAMP 'C' PROFILE
0+00
33+32 34+00 36+00 37+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
EXISTING GROUND EL. 144.55
LANDSIDE DRAINAGE DITCH INVERT CONTROL
EL. 147.54
EXISTING GROUND
LANDSIDE DRAINAGE DITCH INVERT CONTROL
E le v
.0
P
V I
37+75 38+00 40+00 42+00 44+00 46+00 47+25
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. 144.55
EL. 143.55
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-201
S T
A .1 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. 33+32.1 TO STA. 37+75
STA. 37+75 TO STA. 47+25
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