Atch_3_Plans_PL_84-99_Site_1151_Final_Submittal_V12.pdf
PDF 21 MB Posted
- Attached to
- PL 84-99 1151 Levee System Repairs Federal contract opportunity
- Solicitation number
- W91238-18-R-0028
About this file
Atch 3 Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sitewalk_Sign-In_Sheet_PL_84-99_1151_Levee_System_Repairs.pdf | ||
| Atch_7_PL_84-99_Site_Visit_2177.pdf | ||
| Atch_1_SOW_2177_Levee_System_1151.pdf | ||
| SF1442_Final_PL_84-99_1151_Levee_System_Repairs_9JUL2018.pdf | ||
| Atch_5_PPQ_0_Form.pdf | ||
| Atch_4_Pre-Award_Survey_25_APR_2017.pdf | ||
| Atch_6_Wage_Determination_6JUL18.pdf | ||
| Atch_2_2177_Specifications.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ISSUE DATE:
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
Sacramento District
W91238-XX-X-XXXX
JUNE, 8 2018
W91238-XX-X-XXXX
SAN JOAQUIN COUNTY, CALIFORNIA
PL 84-99 SOUTH SAN JOAQUIN LEVEE REPAIRS
RD 2075 MCMULLIN RANCH SITES 1151-11, 1151-12, 1151-14, 1151-15, 1151-16,
1151-17, 1151-18,1151-19 AND RD 2064 RIVER JUNCTION SITES 1151-22, 1151-23
APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED
DISTRIBUTION STATEMENT A
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
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
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
F
E
N G
I N
E E
R S
S P
E
D E
S I G
N
F
I L
PREPARED UNDER THE DIRECTION OF:
USACE SACRAMENTO SIGNATURE BLOCK
Col. Corps of Engineers, Sacramento District
Chief, Engineering Division
Chief, Design Branch
APPROVED BY:
APPROVED FUNCTIONAL ADEQUACY:
David G. Ray
/s/ Rick Poeppelman P.E.
/s/ Scott Tincher P.E.
This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152
G-001
C O
V E
R
S
H E
E T
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
Y
R
P
A I R
S
T A
K
D
X
X
D
S
I T
A
S
I T
I
H
O U
S
I G
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
S
T R
I C
T
M A
Y
X X
X X
X X
X
X X
X
X X
X
X X
X X
X X
X
X X
X
X X
X
X X
X X
X X
X X
X A
N S
I
D
S A
N
J O
A Q
U
U
N T
Y
C
A L I F
O R
N I A
G-001.dwg
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
G-002.dwg
G-002
V I C
I N
I T
Y
M
A P
G
E N
E R
T
E S
A
B B
R E
V I A
T I O
N S
A N
D
I N
D E
X
O
F
D
R A
W I N
G S
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
VICINITY MAP
N
PERRIN RD.
S
J
A
Q
U
V
E
R
GENERAL NOTES
I N
T E
R S
T A
SITE 1151-14 SEE SHEET C-103
INDEX OF DRAWINGS
SEQUENCE NO. SHEET ID. DESCRIPTION
1 G-001 COVER SHEET
2 G-002
VICINITY MAP, GENERAL NOTES, ABBREVIATIONS AND INDEX OF DRAWINGS
3 C-101
SITE 1151-11 HAUL ROUTE, STAGING AREA AND SITE PLAN
4 C-102
SITE 1151-12 HAUL ROUTE, STAGING AREA AND SITE PLAN
5 C-103
SITE 1151-14 HAUL ROUTE, STAGING AREA AND SITE PLAN
6 C-104
SITE 1151-15 AND 1151-16 HAUL ROUTE, STAGING AREA AND SITE PLAN
7 C-105
SITE 1151-17 HAUL ROUTE, STAGING AREA AND SITE PLAN
8 C-106
SITE 1151-18 AND 1151-19 HAUL ROUTE, STAGING AREA AND SITE PLAN
9 C-107
SITE 1151-22 HAUL ROUTE, STAGING AREA AND SITE PLAN
10 C-108
SITE 1151-23 HAUL ROUTE, STAGING AREA AND SITE PLAN
11 C-301 TYPICAL REPAIR SECTIONS
12 C-302 TYPICAL REPAIR SECTIONS
SITES 1151-11, 1151-12 AND
1151-14 STAGING AREA
SITE 1151-11 SEE SHEET C-101
TO LATHROP
TO PATTERSON
0 4000'2000'
SITE 1151-12 SEE SHEET C-102
SITE 1151-17
STAGING AREA
SITE 1151-18 SEE SHEET C-106
SITE 1151-17 SEE SHEET C-105
SITES 1151-18 AND
1151-19 STAGING AREA
SITE 1151-15 SEE SHEET C-104
SITE 1151-16 SEE SHEET C-104
SITES 1151-15 AND 1151-16 STAGING AREA
SITE 1151-19 SEE SHEET C-106
HAUL ROUTE
A I R
P O
W
Y
S
A
Q
U
V
E
R
S
A
Q
U
V
E
R
HAUL ROUTE
HAUL ROUTE
S
H
A Y
S
R
D
S
S
A
D
S
S
A
D
A
I
R
P
O
R
T
W
A
Y
SITES 1151-22 AND
1151-23 STAGING AREA
SITE 1151-22 SEE SHEET C-107
HAUL ROUTE
SITE 1151-23 SEE
SHEET C-108
R
I V
E R
S
R
D
D
I
V
I
S
I
1. DIMENSIONS AND QUANTITIES SHOWN ARE APPROXIMATE AND ONLY INDICATE GENERAL SCOPE OF REPAIR.
2. CONTRACTOR TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE CONSTRUCTION ACCESS\
HAUL ROUTES AND IN STAGING AREAS BEFORE COMMENCING THE WORK. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE CAUSED BY
CONTRACTORS FAILURE TO LOCATE AND PROTECT ALL UTILITIES.
3. CONTRACTOR MUST KEEP ROADWAYS CLEAR OF MUD AND DEBRIS AT ALL TIMES.
4. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.
5. LEVEE SLOPES SHALL NOT BE CUT TO PROVIDE TEMPORARY CONSTRUCTION ACCESS RAMPS. IF NECESSARY, TEMPORARY CONSTRUCTION
RAMPS SHALL BE CONSTRUCTED BY PLACING FILL MATERIAL ON LEVEE SLOPES.
6. WHEN REMOVING TEMPORARY FILL, CONTRACTOR MUST EXERCISE CAUTION TO AVOID DISTURBING THE EXISTING GROUND SURFACE BELOW
TEMPORARY FILL. THE BOTTOM APPROXIMATELY ONE INCH OF TEMPORARY FILL MUST BE LEFT IN PLACE. UPON COMPLETION OF WORK, CONTRACTOR IS REQUIRED TO REMOVE AND DISPOSE OF ALL TEMPORARY FILL AND HYDROSEED DISTURBED AREAS.
7. REPAIR LENGTHS SHOWN ON SITE PLANS INCLUDE THE TRANSITIONS TO EXISTING GROUND AT EACH END OF THE REPAIR.
ABBREVIATIONS
AB AGGREGATE BASE
APN ASSESSOR PARCEL NUMBER
AVE AVENUE
CO COUNTY
CY CUBIC YARD
E EAST
EA EACH
EG EXISTING GROUND
FG FINISH GRADE
FT FEET
HWY HIGHWAY
IN INCH
LF LINEAR FEET
LS LANDSIDE
LAT LATITUDE
LONG LONGITUDE
MAX MAXIMUM
MIN MINIMUM
NTS NOT TO SCALE
N NORTH
RD ROAD
S SOUTH
SF SQUARE FEET
ST STREET
TYP TYPICAL
W WEST
WS WATERSIDE
WSE WATER SURFACE ELEVATION
YD YARD
RECLAMATION DISTRICT 2075
MCMULLIN RANCH
W. LINNE RD.
PERRIN RD.
E. MCMULLIN RD.
DURRAM FERRY RD.
A
H
E
RECLAMATION DISTRICT 2064
RIVER JUNCTION
TO MANTECA
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-101.dwg
C-101
S I T
E
H A
U
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-11 HAUL ROUTE AND STAGING AREA
1151-11 SITE PLAN
N
N
600'0 300'
PERRIN ROAD
S
A
Q
U
V
E
R
100' 200'0
HAUL ROUTE (FARM ROAD)
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (LEVEE TOE)
SITES 1151-11, 1151-12 AND
1151-14 STAGING AREA
END SITE 1151-11
BREACH REPAIR
LAT.: 37.730459°
LONG: -121.293836°
BEGIN SITE 1151-11
BREACH REPAIR
LAT: 37.729796°
LONT: -121.293958°
PROJECT SITE 1151-11
BREACH REPAIR
LENGTH 240 LF
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (LEVEE TOE)
C
A
C
B
SITES 1151-11, 1151-12 AND
1151-14 STAGING AREA
S
A
Q
U
V
E
R
GENERAL NOTES
LEGEND
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
BREACH REPAIR AREA
LAT: 37.730816°
LONG: -121.293941°
LAT: 37.730997°
LONG: -121.295380°
LAT: 37.729408°
LONG: -121.295677°
LAT: 37.729233°
LONG: -121.294247°
STAGING AREA
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-102.dwg
C-102
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-12 HAUL ROUTE AND STAGING AREA
1151-12 SITE PLAN
N
400'0 200'
800'0 400'
N
C
D
HAUL ROUTE (FARM ROAD)
PERRIN ROAD
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE TOE)
SITE 1151-11 (SEE SHEET C-101)
SITES 1151-11, 1151-12 AND
1151-14 STAGING AREA
PROJECT SITE 1151-12
WAVE WASH REPAIR
LENGTH 650 LF
PROJECT SITE 1151-12
BANK EROSION REPAIR
APPROX. LENGTH 395 LF
S
A
Q
U
V
E
R
END SITE 1151-12
WAVE WASH REPAIR
LAT: 37.725198°
LONG: -121.294401°
BEGIN SITE 1151-12
WAVE WASH REPAIR
LAT: 37.723874°
LONG: -121.292958°
BEGIN SITE 1151-12
BANK EROSION REPAIR
LAT: 37.724122°
LONG: -121.293587°
END SITE 1151-12
BANK EROSION REPAIR
LAT: 37.724890°
LONG: -121.294394°
S
A
Q
U
V
E
R
HAUL ROUTE (LEVEE TOE)
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
LAT: 37.730816°
LONG: -121.293941°
LAT: 37.730997°
LONG: -121.295380°
LAT: 37.729408°
LONG: -121.295677°
LAT: 37.729233°
LONG: -121.294247°
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-103.dwg
C-103
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-14 HAUL ROUTE AND STAGING AREA
1151-14 SITE PLAN
N
400'0 200'
800'0 400'
N
HAUL ROUTE (FARM ROAD)
PROJECT SITE 1151-14
WAVE WASH REPAIR
LENGTH 1260 LF
C
E
PERRIN ROAD
S
A
Q
U
V
E
R
SITES 1151-11, 1151-12 AND
1151-14 STAGING AREA
SITE 1151-11 SEE SHEET C-101
HAUL ROUTE (FARM ROAD)
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE CROWN)
S
A
Q
U
V
E
R
S
A
Q
U
V
E
R
BEGIN SITE 1151-14
WAVE WASH REPAIR
LAT: 37.735389°
LONG: -121.289308°
END SITE 1151-14
WAVE WASH REPAIR
LAT: 37.734556°
LONG: -121.285897°
HAUL ROUTE (LEVEE CROWN)
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
LAT: 37.730816°
LONG: -121.293941°
LAT: 37.730997°
LONG: -121.295380°
LAT: 37.729408°
LONG: -121.295677°
LAT: 37.729233°
LONG: -121.294247°
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE TOE)
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-104.dwg
C-104
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-15 AND 1151-16 HAUL ROUTE AND STAGING AREA
1151-15 AND 1151-16 SITE PLAN
N
N
0 600' 1200'
400'0 200'
P
E
R
R
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (FARM ROAD)
HAUL ROUTE (LEVEE CROWN)
SITE 1151-12 SEE SHEET C-102
SITE 1151-17 SEE SHEET C-105
SITE 1151-17 STAGING AREA
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE
(LEVEE TOE)
HAUL ROUTE (LEVEE TOE)
SITES 1151-15 AND
1151-16 STAGING AREA
PROJECT SITE 1151-16
WAVE WASH REPAIR
LENGTH 257 LF
PROJECT SITE 1151-15
WAVE WASH REPAIR
LENGTH 344 LF
S
A
Q
U
V
E
R
S
A
Q
U
V
E
R
C
F
C
G
SITES 1151-15 AND
1151-16 STAGING AREA
BEGIN SITE 1151-16
WAVE WASH REPAIR
LAT: 37.714630°
LONG: -121.278263°
END SITE 1151-16
WAVE WASH REPAIR
LAT: 37.714048°
LONG: -121.278363°
BEGIN SITE 1151-15
WAVE WASH REPAIR
LAT: 37.713492°
LONG: -121.278982°
END SITE 1151-15
WAVE WASH REPAIR
LAT: 37.713388°
LONG: -121.280018°
S
A
Q
U
V
E
R
S
A
Q
U
V
E
R
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE TOE)
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
LAT: 37.714308°
LONG: -121.281895°
LAT: 37.713575°
LONG: -121.280047°
LAT: 37.713547°
LONG: -121.279636°
LAT: 37.713663°
LONG: -121.279151°
LAT: 37.713970°
LONG: -121.278722°
LAT: 37.714174°
LONG: -121.278589°
LAT: 37.714649°
LONG: -121.278495°
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
PERRIN RD.
HAUL ROUTE (FARM ROAD)
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-105.dwg
C-105
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-17 HAUL ROUTE AND STAGING AREA
1151-17 SITE PLAN
N
400'0 200'
N
100' 200'0
PROJECT SITE 1151-17
BANK EROSION REPAIR
LENGTH 289 LF
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (FARM ROAD)
SITE 1151-17 STAGING AREA
PERRIN RD.
S A
N
J O
A Q
U
V
E R
C
H
PERRIN RD.
H A
S A
N
J O
A Q
U
V
E R
BEGIN SITE 1151-17
BANK EROSION REPAIR
LAT: 37.727799°
LONG: -121.274252°
END SITE 1151-17
BANK EROSION REPAIR
LAT: 37.728460°
LONG: -121.274671°
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (LEVEE TOE)
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
LAT: 37.727150°
LONG: -121.278609°
LAT: 37.725842°
LONG: -121.279479°
LAT: 37.726940°
LONG: -121.278099°
LAT: 37.725621°
LONG: -121.278960°
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-106.dwg
C-106
A
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-18 AND 1151-19 HAUL ROUTE AND STAGING AREA
1151-18 AND 1151-19 SITE PLAN
N
400'0 200'
N
0 500' 1000'
HAUL ROUTE (LEVEE CROWN)
PROJECT SITE 1151-18
WAVE WASH REPAIR
LENGTH 601 LF
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE TOE)
SITES 1151-18 AND
1151-19 STAGING AREA
HAUL ROUTE (LEVEE TOE)
PROJECT SITE 1151-19
WAVE WASH REPAIR
LENGTH 1374 LF
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (FARM ROAD)
S
A
Q
U
V
E
R
C
J
S A
N J
O
A Q
U
IN
R
IV
E R
PERRIN RD.
A I R
P O
Y
C
K
HAUL ROUTE (LEVEE CROWN)
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE TOE)
SITES 1151-18 AND
1151-19 STAGING AREA
HAUL ROUTE (LEVEE TOE)
BEGIN SITE 1151-19
WAVE WASH REPAIR
LAT: 37.721294°
LONG: -121.260394°
END SITE 1151-19
WAVE WASH REPAIR
LAT: 37.722386°
LONG: -121.264583°
BEGIN SITE 1151-18
WAVE WASH REPAIR
LAT: 37.722456°
LONG: -121.269222°
END SITE 1151-18
WAVE WASH REPAIR
LAT: 37.723819°
LONG: -121.270244°
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
LAT: 37.722610°
LONG: -121.264591°
LAT: 37.722666°
LONG: -121.264243°
LAT: 37.722711°
LONG: -121.262965°
LAT: 37.722601°
LONG: -121.262076°
LAT: 37.722132°
LONG: -121.261277°
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-107.dwg
C-107
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-22 HAUL ROUTE AND STAGING AREA
1151-22 SITE PLAN
N
800'0 400'
N
SITES 1151-22 AND
1151-23 STAGING AREA
PROJECT SITE 1151-22
WAVE WASH REPAIR
LENGTH 251 LF
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE CROWN)
C
M
S
A
Q
U
V
E
R
A
I
R
P
O
Y
C-302
L
S A
N
J O
A Q
U
V
E R
A
I
R
P
O
Y
BEGIN SITE 1151-22
WAVE WASH REPAIR
LAT: 37.677156°
LONG: -121.264419°
R
E A
H
END SITE 1151-22
WAVE WASH REPAIR
LAT: 37.677840°
LONG: -121.264398°
HAUL ROUTE (LEVEE TOE)
100' 200'0
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
R
E
A
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
LAT: 37.676434°
LONG: -121.263168°
LAT: 37.675977°
LONG: -121.263190°
LAT: 37.675414°
LONG: -121.263088°
LAT: 37.675271°
LONG: -121.263293°
LAT: 37.675797°
LONG: -121.263891°
LAT: 37.676096°
LONG: -121.263920°
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-108.dwg
C-108
H A
U
T E
S
T A
G I N
G
A
R E
A
A
T
E
P
L A
N
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
1151-23 HAUL ROUTE AND STAGING AREA
1151-23 SITE PLAN
N
800'0 400'
N
100' 200'0
SITE 1151-22 AND
1151-23 STAGING AREA
A
I
R
P
O
Y
HAUL ROUTE (LEVEE CROWN)
PROJECT SITE 1151-23
WAVE WASH REPAIR
LENGTH 220 LF
HAUL ROUTE (LEVEE TOE)
T W
O
R
I V
E R
S
R
D
S
A
Q
U
V
E
R
S
A
Q
U
V
E
R
BEGIN SITE 1151-23
WAVE WASH REPAIR
LAT: 37.672198°
LONG: -121.246747°
END SITE 1151-23
WAVE WASH REPAIR
LAT: 37.671646°
LONG: -121.246799°
C -3
N
GENERAL NOTES
1. SEE SHEETS C-301 AND C-302 FOR TYPICAL SECTIONS
HAUL ROUTE (LEVEE TOE)
HAUL ROUTE (LEVEE CROWN)
LEGEND
HAUL ROUTE
WAVE WASH REPAIR SITE
BANK EROSION REPAIR AREA
STAGING AREA
LAT: 37.676434°
LONG: -121.263168°
LAT: 37.675977°
LONG: -121.263190°
LAT: 37.675414°
LONG: -121.263088°
LAT: 37.675271°
LONG: -121.263293°
LAT: 37.675797°
LONG: -121.263891°
LAT: 37.676096°
LONG: -121.263920°
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-301.dwg
C-301
T Y
P I C
P
A
C
T I O
N S
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
SECTION A - SITE 1151-11 BREACH REPAIR
GENERAL NOTES
4'
18'
10'
2'
15'
WATERSIDE LANDSIDE
EXCAVATION LIMITS TO BE CONFIRMED BY USACE
GEOTECHNICAL ENGINEER DURING CONSTRUCTION.
EXISTING RELOCATED IRRIGATION DITCH
ORIGINAL IRRIGATION DITCH LOCATION.
APPROXIMATE LOCATION OF EMERGENCY SEEPAGE/STABILITY
BERM. REMOVE AND REPLACE EXISTING SEEPAGE/STABILITY BERM.
EXISTING ROCK MATERIAL MAY BE REUSED PROVIDED IT MEETS
SPECIFICATION REQUIREMENTS BASED ON TESTING AND
INSPECTION.
EXPLORATION KEYWAY
5'
NTS
SECTION D - SITE 1151-12 WAVE WASH AND BANK EROSION REPAIR
NTS
SECTION E - SITE 1151-14 WAVE WASH REPAIR
NTS
SECTION F - SITE 1151-15 WAVE WASH REPAIR
NTS
SECTION G - SITE 1151-16 WAVE WASH REPAIR
NTS
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
EXISTING BENCH WIDTH 30'
LEVEE CROWN
LEVEE CROWN
QUARRY STONE
SOIL-FILLED QUARRY STONE
LEVEE CROWN HAUL ROUTE
LEVEE CROWN HAUL ROUTE
LEVEE CROWN HAUL ROUTE
3'
EXISTING 400' TO 500'
BENCH TO RIVER
EXISTING BENCH
EXISTING BENCH
EXISTING BENCH
LEVEE TOE
WAVE WASH SCARP
6" - 18" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
LEVEE TOE
WAVE WASH SCARP
6" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
LEVEE TOE
WAVE WASH SCARP
36" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
11'
1. SLIP PLANE EXCAVATION SHALL BE APPROVED BY THE
CONTRACTING OFFICER PRIOR TO PLACEMENT OF LEVEE FILL
MATERIAL. ADDITIONAL EXCAVATION BEYOND WHAT IS SHOWN MAY
BE REQUIRED.
2. LEVEE TOE TO BE PROJECTED FROM ADJACENT UNDAMAGED
LEVEE TOE.
3. FINAL LEVEE SLOPE SHALL NOT BE STEEPER THAN WHAT IS SHOWN
IN SECTIONS OR ADJACENT UNDAMAGED SLOPES, WHICHEVER IS
FLATTER.
4. AT EACH END OF REPAIR AREA, CONTRACTOR IS REQURED TO
PROVIDE A SMOOTH TRANSITION TO EXISTING UNDAMAGED
ADJACENT SLOPE.
5. PLACE LEVEE FILL IN 6" LOOSE LIFTS.
6. SOME WAVE WASH REPAIR SITES HAVE BEEN GRADED BY LOCAL
LANDOWNERS. EXCAVATE AND REPLACE MATERIAL PER TYPICAL
REPAIR SECTIONS.
7. HYDROSEED ALL DISTURBED AREAS PER PROJECT
SPECIFICATIONS.
SECTION B - SITE 1151-11 BREACH REPAIR
NTS
45' TRANSITION ZONE 150' FULL DEPTH BREACH REPAIR 45' TRANSITION ZONE
EXPLORATION KEYWAY
UNDISTURBED LEVEE.
MATCH EXISTING CROWN
ELEVATION
UNDISTURBED LEVEE. MATCH EXISTING
CROWN ELEVATION.
EXISTING UNDISTURBED GROUND
COIR FABRIC BETWEEN SOIL-FILLED
QUARRY STONE AND QUARRY STONE
6" TOPSOIL AND HYDROSEED
C-301.dwg
LEVEE TOE
WAVE WASH SCARP
12" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
NOTES:
1. EXISTING LEVEE FILL IS ROCK AND SOIL PLACED DURING EMERGENCY REPAIR. EXISTING
MATERIAL REQUIRES TESTING AND EVALUATION PRIOR TO REUSE AS FILL.
EMBANKMENT TO BE RECONSTRUCTED TO MEET EXISTING ADJACENT LEVEE HEIGHT
AND SLOPES. NEW LEVEE FILL TO BE SIMILAR TO EXISTING LEVEE FILL AND LEVEE
FOUNDATION SOIL TO MATCH ADJACENT CLAYEY LEVEE FOUNDATION SOILS. EXISTING
LEVEE MATERIAL TO BE TESTED TO DETERMINE REQUIRED PROPERTIES FOR IMPORTED
FILL MATERIAL.
2. SITE REQUIRED TO BE DE-WATERED PRIOR TO EXCAVATION.
6" THICK AGGREGATE
BASE COURSE
LEVEE FILL. COMPACT PER SPECIFICATIONS.
LEVEE FILL. COMPACT PER SPECIFICATIONS.
3'
EXCAVATION TO BE BENCHED AND
NEW FILL KEYED INTO EXISTING LEVEE EXCAVATION TO BE BENCHED AND
NEW FILL KEYED INTO EXISTING LEVEE
6" THICK AGGREGATE
BASE COURSE
M E
A N
S U
M M
E R
H E
I G
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
F I
M
E
NOT FOR CONSTRUCTION
P L
E
M E
R G
E N
P
A I R
S
T
A S
K
O
R D
S
I T
I N
H
O U
S
I G
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
S
T R
I C
T
M A
Y
A N
S I
D
A
S
I T
C-302.dwg
C-302
T Y
P I C
P
A
C
T I O
N S
P
L O
V A
T O
P
L O
V A
T O
C
V
E L A
S Q
U E
Z
P
L O
V A
T O
SECTION H - SITE 1151-17 BANK EROSION REPAIR
SECTION J - SITE 1151-18 WAVE WASH REPAIR
NTS
NTS
SECTION K - SITE 1151-19 BANK EROSION REPAIR
NTS
SECTION L - SITE 1151-22 REACH I WAVE WASH REPAIR
NTS
SECTION M - SITE 1151-22 REACH II WAVE WASH REPAIR
NTS
SECTION N - SITE 1151-23 WAVE WASH REPAIR
NTS
GENERAL NOTES
WATERSIDE LANDSIDE
EXISTING BENCH WIDTH
VARIES 10' TO 20'
LEVEE CROWN
QUARRY STONE
SOIL-FILLED QUARRY STONE
LEVEE CROWN HAUL ROUTE
EXISTING BENCH
LEVEE TOE
WAVE WASH SCARP
6" - 16" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
3'
3'
LEVEE CROWN HAUL ROUTE
EXISTING BENCH
LEVEE TOE
WAVE WASH SCARP
6" - 16" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
3'
LEVEE CROWN
EXISTING BENCH
LEVEE TOE
WAVE WASH SCARP
12" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
LEVEE CROWN
EXISTING BENCH
LEVEE TOE
WAVE WASH SCARP
24" - 36" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
LEVEE CROWN HAUL ROUTE
EXISTING BENCH
LEVEE TOE
WAVE WASH SCARP
6" - 12" VERTICAL TYPICAL
EXCAVATION TO BE BENCHED BELOW WAVE WASH
SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT
PER SPECIFICATIONS.
3'
3'
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
WATERSIDE LANDSIDE
COIR FABRIC BETWEEN SOIL-FILLED
QUARRY STONE AND QUARRY STONE
6" TOPSOIL AND HYDROSEED
1. SLIP PLANE EXCAVATION SHALL BE APPROVED BY THE
CONTRACTING OFFICER PRIOR TO PLACEMENT OF LEVEE FILL
MATERIAL. ADDITIONAL EXCAVATION BEYOND WHAT IS SHOWN
MAY BE REQUIRED.
2. LEVEE TOE PROJECTED FROM ADJACENT UNDAMAGED LEVEE
TOE.
3. FINAL LEVEE SLOPE SHALL NOT BE STEEPER THAN WHAT IS
SHOWN IN SECTIONS OR ADJACENT UNDAMAGED SLOPES,
WHICHEVER IS FLATTER.
4. AT EACH END OF REPAIR AREA, CONTRACTOR IS REQURED TO
PROVIDE A SMOOTH TRANSITION TO EXISTING UNDAMAGED
ADJACENT SLOPE.
5. PLACE LEVEE FILL IN 6" LOOSE LIFTS.
6. SOME WAVE WASH REPAIR SITES HAVE BEEN GRADED BY LOCAL
LANDOWNERS. EXCAVATE AND REPLACE MATERIAL PER TYPICAL
REPAIR SECTIONS.
7. HYDROSEED ALL DISTURBED AREAS PER PROJECT
SPECIFICATIONS.
3'
HAUL ROUTE
STAGING AREA
M E
A N
S U
M M
E R
H E
I G
H T
| Sheets |
| G-001 |
| G-002 |
| C-101 |
| C-102 |
| C-103 |
| C-104 |
| C-105 |
| C-106 |
| C-107 |
| C-108 |
| C-301 |
| C-302 |
File details come from the government source that posted it.