2. Attachment- YBEL South Revised Plans 2023-03-29.pdf
PDF 29 MB Posted
- Attached to
- West Sac Yolo Bypass - South Improvement Project
- Solicitation number
- W9123823B0010
About this file
This document provides details on a federal contract opportunity for the West Sac Yolo Bypass - South Improvement Project. The project is located in West Sacramento, California and includes construction of approximately 2,400 feet of a combination stability/seepage berm and approximately 6,150 feet of rock slope protection. Work will involve construction of a combination stability/seepage berm and repairs to the landside embankment of two segments of the Yolo Bypass East Levee that have been identified as deficient due to stability, seepage, and encroachments/penetrations. The estimated value of construction is between $5,000,000 to $10,000,000. Responses to the solicitation are due in accordance with instructions in the solicitation. The Department of the Army Corps of Engineers Engineering District Sacramento is the contracting agency.
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Text version
The following items have been amended:
C-502 - Added for post and cable details, added gate details
C-503 - Added gate details
C-504 - Added signage details
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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
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US Army Corps of Engineers
Sacramento District
YOLO COUNTY, CALIFORNIA
YOLO BYPASS EAST LEVEE PROJECT - SOUTH LEVEE
PROJECT 456851
SOLICITATION NO: W91238-23-B-0010
CONTRACT NO: XXXXXX-XX-X-XXXX
ISSUE DATE: MARCH 27, 2023
USACE SACRAMENTO SIGNATURE BLOCK
PREPARED UNDER THE DIRECTION OF:
Col. Chad W. Caldwell
Col. Corps of Engineers, Sacramento District
APPROVED BY:
/s/ Rick Poeppelman, P.E.
Chief, Engineering Division
APPROVED FUNCTIONAL ADEQUACY:
/s/ Will Hall P.E.
Chief, Military/Civil Works Branch
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SHEET INDEX
SHEET NO SHEET ID SHEET TITLE
1 G-001 TITLE SHEET
2 G-002 SHEET INDEX
3 G-003 ABBREVIATIONS & GENERAL NOTES
4 G-004 LEGENDS & SYMBOLS
5 GC101
HAUL ROUTE, STAGING, & STOCKPILE AREAS
6 V-001 SURVEY CONTROL
7 V-101 AERIAL PLAN 1
8 V-102 AERIAL PLAN 2
9 V-103 AERIAL PLAN 3
10 V-104 AERIAL PLAN 4
11 V-105 AERIAL PLAN 5
12 V-106 AERIAL PLAN 6
13 V-107 AERIAL PLAN 7
14 V-108 AERIAL PLAN 8
15 V-109 AERIAL PLAN 9
16 B-101 GEOTECHNICAL PLAN AND PROFILE LEGEND
17 B-102 BORING LOG PLAN AND PROFILE 1
18 B-103 BORING LOG PLAN AND PROFILE 2
19 B-104 BORING LOG PLAN AND PROFILE 3
20 B-105 BORING LOG PLAN AND PROFILE 4
21 B-106 BORING LOG PLAN AND PROFILE 5
22 B-107 BORING LOG PLAN AND PROFILE 6
23 B-108 BORING LOG PLAN AND PROFILE 7
24 B-109 BORING LOG PLAN AND PROFILE 8
25 B-110 BORING LOG PLAN AND PROFILE 9
26 B-111 BORING LOG PLAN AND PROFILE 10
27 B-112 BORING LOG PLAN AND PROFILE 11
28 B-113 BORING LOG PLAN AND PROFILE 12
29 B-114 BORING LOG PLAN AND PROFILE 13
30 B-115 BORING LOG PLAN AND PROFILE 14
31 C-101 LEVEE PLAN & PROFILE 1
32 C-102 LEVEE PLAN & PROFILE 2
33 C-103 LEVEE PLAN & PROFILE 3
34 C-104 LEVEE PLAN & PROFILE 4
35 C-105 LEVEE PLAN & PROFILE 5
36 C-106 LEVEE PLAN & PROFILE 6
37 C-107 LEVEE PLAN & PROFILE 7
38 C-108 LEVEE PLAN & PROFILE 8
39 C-109 LEVEE PLAN & PROFILE 9
40 C-201 LEVEE TYPICAL CROSS SECTIONS
41 C-301 EARTHWORK CROSS SECTION 1 OF 16
42 C-302 EARTHWORK CROSS SECTION 2 OF 16
43 C-303 EARTHWORK CROSS SECTION 3 OF 16
44 C-304 EARTHWORK CROSS SECTION 4 OF 16
45 C-305 EARTHWORK CROSS SECTION 5 OF 16
46 C-306 EARTHWORK CROSS SECTION 6 OF 16
47 C-307 EARTHWORK CROSS SECTION 7 OF 16
48 C-308 EARTHWORK CROSS SECTION 8 OF 16
49 C-309 EARTHWORK CROSS SECTION 9 OF 16
50 C-310 EARTHWORK CROSS SECTION 10 OF 16
51 C-311 EARTHWORK CROSS SECTION 11 OF 16
52 C-312 EARTHWORK CROSS SECTION 12 OF 16
53 C-313 EARTHWORK CROSS SECTION 13 OF 16
54 C-314 EARTHWORK CROSS SECTION 14 OF 16
55 C-315 EARTHWORK CROSS SECTION 15 OF 16
56 C-316 EARTHWORK CROSS SECTION 16 OF 16
57 C-501 CONSTRUCTION DETAILS 1
58 C-502 CONSTRUCTION DETAILS 2
59 C-503 CONSTRUCTION DETAILS 3
60 C-504 CONSTRUCTION DETAILS 4
61 CG101 EROSION CONTROL PLAN 1
62 CG102 EROSION CONTROL PLAN 2
63 CG103 EROSION CONTROL PLAN 3
ABBREVIATIONS
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Last Saved: Mon, 27 Mar 2023 - 6:25pm
G-003
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AT
AB AGGREGATE BASE
AC ASPHALT CONCRETE
ALT ALTERNATE
APPROX APPROXIMATE
ASC AGGREGATE SURFACE COURSE
AVE AVENUE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
CB CATCH BASIN
CL CENTERLINE
CLR CLEARANCE
CO CLEAN OUT
CONC CONCRETE
DND DO NOT DISTURB
DWSE DESIGN WATER SURFACE ELEVATION
DWG DRAWING
(E)
EXISTING
EG EXISTING GRADE
ELEV, EL
ELEVATION
EP EDGE OF PAVEMENT
ES EDGE OF SHOULDER
ETW EDGE OF TRAVELED WAY
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EXIST EXISTING
FG FINISHED GRADE
FTG FOOTING
GALV GALVANIZED
GB GRADE BREAK
HMA HOT MIX ASPHALT
HP HINGE POINT
HSS HIGH STRENGTH STEEL
IP IRON PIPE
LN LANE
LT LEFT
LVC LENGTH OF VERTICAL CURVE
MAX MAXIMUM
MIN MINIMUM
MTOL MINIMUM TOP OF LEVEE
NO NUMBER
NTS NOT TO SCALE
O.C. ON CENTER
OD OUTSIDE DIAMETER
OG ORIGINAL GROUND
PPT PRESERVATIVE PRESSURE TREATED
(P)
PROPOSED
PC POINT OF CURVATURE
PG PROFILE GRADE
PG&E PACIFIC GAS AND ELECTRIC
PI POINT OF INTERSECTION
PIP PROTECT IN PLACE
PP POWER POLE
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
R/W RIGHT OF WAY
RD ROAD
RR RAILROAD
RSP ROCK SLOPE PROTECTION
RT RIGHT
SB SOIL-BENTONITE
SD STORMDRAIN
SHT SHEET
SR STATE ROUTE
STA STATION
STD STANDARD
TOL TOP OF LEVEE
TOT TOTAL
TOW TOP OF WALL
T-UG TELEPHONE UNDERGROUND
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
USCS UNIFIED SOIL CLASSIFICATION SYSTEM
UPRR UNION PACIFIC RAILROAD
VAR VARIES
WSE WATER SURFACE ELEVATION
GENERAL NOTES
1. BASIS OF SURVEY DATA IS NAD83 (HORIZONTAL) AND NAVD88 (VERTICAL). TOPOGRAPHIC
SURVEY AND AERIAL MAPPING IS PROVIDED BY PSOMAS, INC. 10/31/2019 THROUGH
11/13/2019 FOR STA 25+00 TO STA 51+30 AND 3/30/2020 THROUGH 4/13/2020 FOR STA 85+00
TO STA 135+50. ALL OTHER PHOTOMETRICS AND TOPOGRAPHY OUTSIDE THESE STATIONS
ARE FROM LIDAR CONDUCTED BY ULE IN 2007.
2. THE BASELINE INFORMATION SHOWN ON THE DRAWINGS IS A CONSTRUCTION REFERENCE
LINE ESTABLISHED FOR THE PROJECT FACILITIES SHOWN. THE CONTRACTOR MUST STAKE
THE BASELINE AND ANY OFFSETS REQUIRED.
3. AERIAL PHOTOS, INCLUDED IN THE DRAWINGS ARE PROVIDED FOR REFERENCE ONLY. NOT
ALL FACILITIES ARE SHOWN.
4. UTILITY INFORMATION ON THE PROJECT DRAWINGS WAS COMPILED FROM DATA PROVIDED
BY THE UTILITY OWNERS AND PRE-CONSTRUCTION POTHOLING, AND THE LOCATIONS
SHOWN ARE APPROXIMATE. PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION,
THE ACTUAL DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND ELEVATIONS OF ALL
EXISTING UTILITIES MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS
CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE DIMENSIONS, SIZES,
MATERIALS, LOCATIONS, AND DEPTH OF THE UNDERGROUND UTILITIES. ALL EXISTING
UNDERGROUND AND OVERHEAD UTILITIES MUST BE PROTECTED FROM DAMAGE BY
CONSTRUCTION EQUIPMENT AND OPERATIONS. EXCAVATION WILL NOT BE ALLOWED
PRIOR TO UTILITY POTHOLING WITHIN THE LIMITS OF CONSTRUCTION.
5. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL
EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM.
CONTACT 811 (USA NORTH 811), 48 HOURS BEFORE WORK IS TO BEGIN.
6. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST CONTACT ALL UTILITY COMPANIES
WITH REGARD TO WORKING OVER, UNDER, OR AROUND EXISTING FACILITIES AND TO
OBTAIN INFORMATION REGARDING RESTRICTIONS THAT ARE REQUIRED TO PREVENT
DAMAGE TO THE FACILITIES.
7. THE CONTRACTOR MUST COMPLY WITH THE CORPS OF ENGINEERS SAFETY & HEALTH
MANUAL (EM 385-1-1) AND OBTAIN A PERMIT FROM THE STATE DIVISION OF OCCUPATIONAL
SAFETY AND HEALTH (2424 ARDEN WAY, SUITE 165, SACRAMENTO, CA; PHONE NO.
916-263-2800) FOR ALL TRENCH EXCAVATION FIVE (5) FEET OR MORE IN DEPTH PRIOR TO
BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT MUST BE AVAILABLE AT THE SITE
AT ALL TIMES.
8. THE CONTRACTOR MUST PROVIDE TEMPORARY FENCING, GATES, OR BARRIERS
WHENEVER EXISTING FENCING, GATES, OR BARRIERS ARE REMOVED BY THE END OF EACH
WORK DAY ON WHICH FENCE REMOVAL OCCURS. GATES AND FENCES AT ALL ACCESS
LOCATIONS MUST BE PROTECTED AND LOCKED DURING NON-WORKING HOURS AND
REMAIN ACCESSIBLE TO RD 900.
9. EXISTING FENCING DESIGNATED ON THE DRAWINGS TO BE REMOVED MAY, IF
SERVICEABLE, BE SALVAGED AND REINSTALLED OR REPLACED IN KIND. FENCING MUST BE
INSTALLED AS INDICATED ON THE PLANS OR AT OTHER LOCATIONS DESIGNATED BY THE
CONTRACTING OFFICER. FENCING THAT IS NOT IN SERVICEABLE CONDITION MUST BE
DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS. PLACE
AND MAINTAIN TEMPORARY FENCING/BARRICADES DURING CONSTRUCTION AT EDGE OF
PROJECT LIMITS FOR ALL LOCATIONS WHERE FENCING IS TEMPORARILY REMOVED IN
ORDER TO PREVENT TRESPASS ONTO ADJACENT PROPERTIES.
10. ALL FENCING OR GATES TO BE LOCATED ON A PROPERTY LINE MUST BE LOCATED BY A
CALIFORNIA LICENSED LAND SURVEYOR.
11. A SILT FENCE OR OTHER APPROVED TEMPORARY EROSION CONTROL MEASURE MUST BE
INSTALLED AS REQUIRED BY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
PREPARED BY THE CONTRACTOR.
12. EARTHEN MATERIAL FOR BACKFILL MUST BE FROM SOURCE APPROVED BY THE
CONTRACTING OFFICER PRIOR TO ACQUISITION OF MATERIAL.
13. THE PROJECT SCHEDULE AND WORK PLAN MUST BE APPROVED BY THE CONTRACTING
OFFICER, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
14. TIME OF WORK PERFORMED BY THE CONTRACTOR MUST BE IN CONFORMANCE WITH THE
HOURS IDENTIFIED IN THE SPECIFICATIONS.
15. THE GEOTECHNICAL DRAWINGS PROVIDE AN ABBREVIATED SYNOPSIS OF THE
SUBSURFACE CONDITIONS. REFER TO THE GEOTECHNICAL DATA REPORT FOR DETAILED
BORING LOG INFORMATION.
16. THE CONTRACTOR MUST BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN
TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO
ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE
PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION
OPERATIONS MUST COMPLY WITH THE WORK AREA AND THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICE (CAMUTCD). THE CONTRACTOR MUST PREPARE A
TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE SPECIFICATIONS, ACQUIRING ALL
PERMITS REQUIRED BY LOCAL AUTHORITIES. PUBLIC SAFETY AND TRAFFIC CONTROLS
MUST BE PROVIDED IN ACCORDANCE WITH THE CALTRANS STANDARD SPECIFICATIONS,
SECTION 12, TEMPORARY TRAFFIC CONTROL, THE MANUAL ON TRAFFIC CONTROL DEVICES,
CALIFORNIA EDITION, EM 385-1-1, AND ANY LOCAL TRAFFIC CONTROL REQUIREMENTS, ANY
LOCAL TRAFFIC CONTROL REQUIREMENTS, AND AS DIRECTED BY THE CONTRACTING
OFFICER. SAFE VEHICULAR AND PEDESTRIAN ACCESS MUST BE PROVIDED AT ALL TIMES
DURING CONSTRUCTION.
17. THE CONTRACTOR MUST MAINTAIN ALL EXISTING DRAINAGE FACILITIES OR TEMPORARY
BYPASS FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE
IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
18. THE ENGINEER OF RECORD PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
19. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH
MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION MUST BE REPLACED AT
THE CONTRACTORS EXPENSE, BY A CALIFORNIA LICENSED LAND SURVEYOR.
20. THE CONTRACTOR MUST COMPLY WITH ALL STATE HISTORIC PRESERVATION OFFICE
(SHPO) REQUIREMENTS IF ANY ARCHAEOLOGICAL ASSETS ARE UNCOVERED.
21. THE CONTRACTOR MUST COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL
REGULATIONS.
22. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED
EQUIPMENT AND MATERIALS IN ACCORDANCE WITH LOCAL STATE AND FEDERAL LAWS.
23. THE CONTRACTOR MAY NOT ENTER ANY EXISTING BUILDINGS OR PROPERTY WITHOUT THE
EXPRESS WRITTEN CONSENT OF THE OWNER. NOTIFY THE CONTRACTING OFFICER AND
PROVIDE EVIDENCE OF CONSENT PRIOR TO ENTRANCE OF PRIVATE PROPERTY.
THESE LEGENDS & SYMBOLS APPLY TO THE ENTIRE SET
OF CONTRACT DRAWINGS.
NOTE
SAN
NORTH ARROW
ARROW INDICATES DIRECTION
OF PLAN NORTH
A
DETAIL
R/W
SD
W x
G
EXISTING TOPOGRAPHIC FEATURES PROPOSED SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY
LEGEND
EXISTING DESCRIPTION
STORM DRAIN LINE
WATER LINE
GAS LINE
UNDERGROUND COMMUNICATION LINE
ELECTRICAL LINE OVERHEAD
PUBLIC UTILITY EASEMENT
APPROX. PARCEL BOUNDARY
PROPERTY RIGHT-OF-WAY
CHAIN LINK FENCE
PIPE GATE
MANHOLE
CATCH BASIN
GATE POST
PEDESTRIAN SIGNAL
STREET LIGHT
FIRE HYDRANT ASSEMBLY
GAS METER
WATER METER OR WATER CONNECTION
ELECTRIC METER
BOLLARDS
WATER VALVE OR GAS VALVE OR
AIR RELEASE VALVE
WATER MANHOLE WITH AIR
RELEASE VALVE
PULL BOX
AT&T SUBSURFACE ENCLOSURE
OR VERIZON OR COMCAST VAULT
UTILITY POLE
CONTINUATION OF FACILITY
PROPOSED DESCRIPTION
INDICATES DIRECTION OF BANK SLOPE,
BOTH EXISTING (E) AND PROPOSED (P)
WATER SURFACE
HORIZONTAL CONTROL POINT
RC RETAINING WALL
PLAN TITLE
SECTION CUT MARKER
SECTION TITLE
DETAIL MARKER
DETAIL TITLE
SINGLE ELEVATION OR PHOTO MARKER
ELECTRICAL LINE UNDERGROUND
E x
ELECTRICAL LINE ABOVE GROUND
SANITARY SEWER
C x
TELEPHONE LINE UNDERGROUND
ABOVEGROUND COMMUNICATION LINE
DETAIL NUMBER
ARROW INDICATES
DIRECTION OF
SECTION CUT
SECTION LETTER
SHEET WHERE SECTION
IS LOCATED
SHEET WHERE SECTION IS CUT
SECTION LETTER
DETAIL NUMBER
SHEET WHERE DETAIL
IS LOCATED
ELEVATION NUMBER
ARROW INDICATES
POINT OF VIEW
SHEET WHERE ELEVATION
IS LOCATED
CHAIN LINK FENCE
V-DITCH FLOW LINE
GUY WIRE
SPOT GRADING
CITY/COUNTY BOUNDARY
N
OH
PLAN
SCALE
SECTION
SCALE
SCALE
(P) ROCK SLOPE PROTECTION
EROSION CONTROL SEEDING
TEMPORARY FIBER ROLL
SF
SILT FENCE
FUEL LINELPG
(E) ROCK SLOPE PROTECTION
LIMITS OF WORK
LIMITS OF GRADING
STAGING/STOCKPILE AREA
AGGREGATE SURFACE COURSE
BLOW-OFF
CABLE AND POST FENCE
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-004_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:25pm
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-004_AA.dwg
Last Saved: Mon, 27 Mar 2023 - 6:25pm
G-004
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M i c r o s o f t
C o r p o r a t i o
M a x a r
C N
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D i s t r i b u t i o n
A i r b u s
M i c r o s o f t
C o r p o r a t i o
M a x a r
C N
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D i s t r i b u t i o n
A i r b u s
M i c r o s o f t
C o r p o r a t i o
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D i s t r i b u t i o n
A i r b u s
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A i r b u s
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D i s t r i b u t i o n
A i r b u s
0+00
10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00
SEGMENTS Z-AC WORK AREA
DEEP WATER SHIPPING CHANNEL
WEST SACRAMENTO
SEGMENT AD WORK AREA
ACCESS POINT - CHANNEL DRIVE
ACCESS POINT - LAKE ROAD
R
A
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HAUL ROUTE, TYP
POTENTIAL STAGING/STOCKPILE AREA #1
APPROX. 10 ACRES
STAGING/STOCKPILE AREA #2
APPROX. 0.5 ACRES
W CAPITOL AVENUE
ENTERPRISE BOULEVARD
ACCESS POINT - CAPITOL BLVD
ACCESS POINT - CAPITOL BLVD
L1
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L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L19
L20
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WEST SACRAMENTO
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ORDINARY HIGH WATER MARK
LIMITS OF WORK
LINE #
L1
L2
L3
L4
L5
L6
BEGIN NORTHING
1962684.07
1962843.71
1970569.30
1970569.76
1962843.33
1962666.52
BEGIN EASTING
6681015.86
6681053.85
6681015.91
6681195.84
6681173.31
6681157.58
END NORTHING
1962843.71
1970569.30
1970569.76
1967533.63
1962666.52
1962684.07
END EASTING
6681053.85
6681015.91
6681195.84
6681217.25
6681157.58
6681015.86
BEARING
N13° 23' 08.70"E
N0° 16' 52.93"W
N89° 51' 12.54"E
S0° 24' 13.98"E
S5° 05' 04.98"W
N82° 56' 20.26"W
LENGTH
164.09
7725.69
179.94
3036.21
177.51
142.81
LIMITS OF WORK
LINE #
L7
L8
L9
L10
L11
L12
BEGIN NORTHING
1972635.96
1972757.35
1973199.96
1973300.87
1973350.25
1973126.38
BEGIN EASTING
6683749.04
6683669.84
6684328.80
6684267.92
6684349.68
6684496.81
END NORTHING
1972757.35
1973199.96
1973300.87
1973350.25
1973126.38
1972635.96
END EASTING
6683669.84
6684328.80
6684267.92
6684349.68
6684496.81
6683749.04
BEARING
N33° 07' 10.70"W
N56° 06' 40.89"E
N31° 06' 03.20"W
N58° 52' 05.75"E
S33° 18' 49.34"E
S56° 44' 28.90"W
LENGTH
144.95
793.80
117.85
95.51
267.89
894.25
LIMITS OF STAGING/STOCKPILE
LINE #
L19
L20
L21
L22
BEGIN NORTHING
1955783.82
1956756.37
1956756.37
1955783.82
BEGIN EASTING
6679495.11
6679495.11
6679942.94
6679942.94
END NORTHING
1955783.82
1955783.82
1956756.37
1956756.37
END EASTING
6679942.94
6679495.11
6679495.11
6679942.94
BEARING
N90° 00' 00.00"E
S0° 00' 00.00"E
N90° 00' 00.00"W
N0° 00' 00.00"E
LENGTH
447.83
972.55
447.83
972.55
LIMITS OF STAGING/STOCKPILE
LINE #
L23
L24
L25
L26
L27
L28
L29
BEGIN NORTHING
1972432.15
1972611.07
1972654.61
1972479.85
1972433.02
1972366.69
1972355.04
BEGIN EASTING
6683729.16
6683730.17
6683798.80
6683866.41
6683760.19
6683787.05
6683758.28
END NORTHING
1972355.04
1972432.15
1972611.07
1972654.61
1972479.85
1972433.02
1972366.69
END EASTING
6683758.28
6683729.16
6683730.17
6683798.80
6683866.41
6683760.19
6683787.05
BEARING
S20° 41' 28.57"E
S0° 19' 26.11"W
S57° 36' 23.63"W
N21° 08' 57.96"W
N66° 12' 31.95"E
N22° 02' 34.58"W
N67° 57' 25.42"E
LENGTH
82.42
178.92
81.28
187.38
116.08
71.56
31.04
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\GC101_AA.dwg Last Saved: Tue, 27 Apr 2021 - 4:16pm
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SCALE: 1"=1000'
40' 80'0
LEVEE SEGMENTS
SEGMENT Z: STATION 0+00 TO STATION 27+50
SEGMENT AA: STATION 27+50 TO STATION 51+50
SEGMENT AB: STATION 51+50 TO STATION 61+50
SEGMENT AC: STATION 61+50 TO STATION 82+50
SEGMENT AD: STATION 82+50 TO STATION 136+00
SEGMENT AE: STATION 136+00 TO STATION 157+50
SEGMENT AF: STATION 157+50 TO STATION 198+50
- SEGMENTS Z-AC
- SEGMENT AD
- AREA #1
- AREA #2
NOTES:
1. HAUL ROUTES SHOWN ARE FOR INFORMATION ONLY, SHOWING
A POTENTIAL ROUTE FOR ACCESS AND MOVEMENT TO, FROM,
AND THROUGH THE SITE. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DEVELOP, SUBMIT, AND HAVE APPROVED A
HAUL ROUTE PLAN, SUBJECT TO ALL STATE AND LOCAL
REQUIREMENTS.
2. USE OF STAGING AREA #2 IS LIMITED TO VEHICLES AND
TRAILERS ONLY. STOCKPILING OF EARTH AND ROCK MATERIALS
IS NOT PERMITTED.
3. LIMITS OF WORK ARE SET TO RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE ORDINARY HIGH WATER MARK.
THIS IS AN ENVIRONMENTALLY SENSITIVE AREA. UNDER NO
CIRCUMSTANCES SHOULD WATERSIDE WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
SURVEY CONTROL POINT TABLE
POINT #
ELEVATION
37.39
37.76
37.23
37.26
37.25
37.35
37.51
36.91
26.28
43.03
20.70
NORTHING
1976049.98
1975578.73
1974329.97
1974173.54
1967663.03
1967098.11
1965426.23
1964781.41
1970975.88
1981666.59
1970134.83
EASTING
6684084.46
6684302.66
6684883.54
6685169.97
6681120.19
6681122.21
6681136.57
6681139.16
6681965.29
6688626.32
6695916.20
DESCRIPTION
CP/ 6MGE010300-01
CP/ 6MGE010300-02
CP/ 6MGE010300-03
CP/ 6MGE010300-04
CP/ 6MGE010300-20
CP/ 6MGE010300-21
CP/ 6MGE010300-22
CP/ 6MGE010300-23
CP/ HPGN 03 CH
CP/ USACE SA 1-229
CP/ Z-585 Reset
LINE TABLE - "Y" LINE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
LENGTH
105.21'
2344.10'
2650.60'
899.97'
1299.98'
849.80'
362.98'
187.18'
899.99'
2499.15'
990.77'
7.04'
8.67'
89.60'
100.60'
73.90'
549.74'
3899.96'
DIRECTION
N6°06'15.20"E
N0°22'06.50"W
N0°20'03.78"W
N0°00'34.53"W
N0°24'57.41"W
N1°08'48.76"W
N31°30'46.95"E
N57°48'58.93"E
N55°21'00.79"E
N56°11'19.69"E
N56°41'13.00"E
N14°27'23.97"E
N17°47'47.26"W
N2°54'47.51"E
N76°42'19.11"W
N74°42'32.58"W
N24°51'14.57"W
N24°48'07.00"W
START POINT
(NORTHING, EASTING)
(1962677.49, 6681148.76)
(1962782.10, 6681159.94)
(1965126.15, 6681144.87)
(1967776.71, 6681129.40)
(1968676.68, 6681129.25)
(1969976.63, 6681119.81)
(1970826.25, 6681102.80)
(1971135.70, 6681292.53)
(1971235.39, 6681450.94)
(1971747.09, 6682191.31)
(1973137.76, 6684267.79)
(1973887.02, 6685242.45)
(1973982.68, 6685241.62)
(1974080.06, 6685227.33)
(1974169.54, 6685231.89)
(1974192.68, 6685133.98)
(1974449.33, 6684830.78)
(1974948.16, 6684599.72)
END POINT
(NORTHING, EASTING)
(1962782.10, 6681159.94)
(1965126.15, 6681144.87)
(1967776.71, 6681129.40)
(1968676.68, 6681129.25)
(1969976.63, 6681119.81)
(1970826.25, 6681102.80)
(1971135.70, 6681292.53)
(1971235.39, 6681450.94)
(1971747.09, 6682191.31)
(1973137.76, 6684267.79)
(1973681.90, 6685095.76)
(1973893.84, 6685244.21)
(1973990.94, 6685238.97)
(1974169.54, 6685231.89)
(1974192.68, 6685133.98)
(1974212.17, 6685062.70)
(1974948.16, 6684599.72)
(1978488.40, 6682963.76)
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
L1
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L13
C3
L14
L15
L16
L17
L18
C4
CURVE TABLE - "Y" LINE
CURVE #
C1
C2
C3
C4
LENGTH
257.97'
90.07'
90.36'
267.27'
RADIUS
350.00'
160.00'
250.00'
310.00'
DELTA
42°13'50"
32°15'10"
20°42'30"
49°23'50"
CHORD DIRECTION
N35°34'18.48"E
N1°40'11.65"W
N7°26'29.88"W
N50°00'36.79"W
CHORD LENGTH
252.17'
88.88'
89.87'
259.07'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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Last Saved: Mon, 27 Mar 2023 - 6:28pm
V-001
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GENERAL NOTES
SURVEY CONTROL POINTS
1. THE HORIZONTAL DATUM FOR THIS SURVEY IS
NAD83. THE VERTICAL DATUM IS NAVD88. THE
TOPOGRAPHIC SURVEY WAS CONDUCTED BY
PSOMAS, INC. 10/31/2019 THROUGH 11/13/2019 FOR
STA 25+00 TO STA 51+30 AND 3/30/2020 THROUGH
4/13/2020 FOR STA 85+00 TO STA 135+50.
2. ALL OTHER PHOTOMETRICS AND TOPOGRAPHY
OUTSIDE THESE STATIONS ARE FROM USGS AERIAL
IMAGERY ACQUIRED IN 2020.
1. THE FOLLOWING CONTROL POINTS HAVE BEEN
ESTABLISHED BY ANDREGG - PSOMAS, INC. FOR THE
CONTRACTOR'S USE ON THE PROJECT.
2. THE CONTRACTOR MUST PRESERVE AND PROTECT ALL
CONTROL POINTS. WHERE CONTROL POINTS CONFLICT
WITH OR WILL BE DESTROYED DURING GRADING
OPERATIONS, THE CONTRACTOR MUST REMOVE AND
REPLACE THE CONTROL POINTS AT THE CONTRACTOR'S
EXPENSE.
LEGEND
CONTROL POINT
N
SCALE 1"=1000'
YOLO BYPASS EAST LEVEE ALIGNMENT
2000'0 1000'
YOLO BYPASS EAST LEVEE LINE TABLE
YOLO BYPASS EAST LEVEE CURVE TABLE
2+00
TOE DRAIN CANAL
LIMITS OF WORK (TYP)
LIMITS OF GRADING
"Y" LINE
C
H
A
N
N
I
V
E
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
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SCALE: 1"=40'
40' 80'0
NOTES
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
V-101
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3+00 4+00
5+00 6+00
7+00 8+00
9+00 10+00
11+00 12+00
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
"Y" LINE
TOE DRAIN CANAL
LIMITS OF GRADING
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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R
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I T
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N
N
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D
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S I Z
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M A
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D E
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R I P
T I O
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SHEET ID
US Army Corps of Engineers
D E
S I G
N
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I
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
S P
F O
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I O
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W E
C
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P
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J E
C T
Y O
P
A S
S
L E
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Y O
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N T
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C
A L I F
O R
N
E
E
N G
I N
E E
R I N
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I N
C
G
R E
E N
H A
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R I V
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S A
C R
A M
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T O
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A
C R
A M
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S
T R
I C
T
J
S
T R
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T
S A
C R
A M
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T O
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A
W B
X X
X X
X X
X X
X
X X
X
V-102
E
R I A
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P
L A
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H E
L
J
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K I N
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S
H
A W
K I N
S
N
M A
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H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
NOTES
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
M A
T C
H
L
I N
E
S
S
E
13+00 14+00
15+00 16+00
17+00 18+00
19+00 20+00
21+00 22+00
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
"Y" LINE
TOE DRAIN CANAL
LIMITS OF GRADING
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
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F O
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I O
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C
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P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-103
E
R I A
L
P
L A
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
NOTES
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
M A
T C
H
L
I N
E
S
S
E
23+00 24+00
25+00 26+00
27+00 28+00
29+00 30+00
31+00 32+00
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
LIMITS OF GRADING
C H
A N
N E
L
D
R I V
E
"Y" LINE
BRUZZONE TRUST INC
APN 067-030-045
ARC FESACCA001 LLC
APN 067-040-003
ACCESS POINT
RR BUFFER ZONE
TOE DRAIN CANAL
LIMITS OF GRADING
PROPERTY LINE
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
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F O
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I O
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P
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J E
C T
Y O
P
A S
S
L E
V E
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Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
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S A
C R
A M
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T O
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A
C R
A M
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T R
I C
T
J
S
T R
E E
T
S A
C R
A M
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T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-104
E
R I A
L
P
L A
R
E I C
H E
L
J
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E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
NOTES
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
M A
T C
H
L
I N
E
S
S
E
33+00 34+00
35+00 36+00
37+00 38+00
39+00 40+00
41+00 42+00
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
LIMITS OF GRADING
Y" LINE
PURCELL, WILLIAM&KATHERYN
BRE DELTA INDUSTRIAL SAC LP
APN 067-030-007
RR BUFFER ZONE
TOE DRAIN CANAL
LIMITS OF GRADING
PROPERTY LINE
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
S P
F O
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C
O N
S T
R U
C T
I O
N
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-105
E
R I A
L
P
L A
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
M A
T C
H
L
I N
E
S
S
E
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
NOTES
43+00 44+00
45+00 46+00
47+00 48+00
49+00 50+00
51+00 52+00
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
LIMITS OF GRADING
S
E
A
P
O
U
L
E
V
A
R
D
"Y" LINE
BENETO STEPHEN&DARLENE
APN 067-020-069
PURCELL, WILLIAM&KATHERYN
APN 067-030-039
4061 SEAPORT BLVD INV LLC
APN 067-030-038
RD 900
APN 067-020-074
RR BUFFER ZONE
NO CONSTRUCTION ACCESS
TOE DRAIN CANAL
LIMITS OF GRADING
RD 900
APN 067-020-074
PROPERTY LINE
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-106
E
R I A
L
P
L A
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
NOTES
M A
T C
H
L
I N
E
S
S
E
53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00
61+00
62+00
S F PROPERTY INVESTMENTS LLC
APN 067-020-010ICON OWNER POOL
APN 067-020-032
RD 900
APN 067-020-074
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
"Y" LINE
TOE DRAIN CANAL
LIMITS OF GRADING
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-107
E
R I A
L
P
L A
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
NOTES
M A
T C
H
L
I N
E
S
S
E
63+00
64+00
65+00
66+00 67+00
68+00
69+00
70+00
71+00 72+00
BRE DELTA INDUSTRIAL SAC LP
APN 067-020-049
APN 067-020-055
BECKMAN COULTER INC
APN 067-020-051
RD 900
APN 067-020-074
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
"Y" LINE
TOE DRAIN CANAL
LIMITS OF GRADING
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-108
E
R I A
L
P
L A
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
OUTSIDE THE LIMITS OF WORK.
NOTES
M A
T C
H
L
I N
E
S
S
E
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
RD 900
APN 067-020-074
RD 900
APN 067-020-060
CITY OF WEST SACRAMENTO
APN 067-020-053
PROPERTY LINE (TYP)
LIMITS OF WORK (TYP)
"Y" LINE
TOE DRAIN CANAL
LIMITS OF GRADING
ORDINARY HIGH WATER MARK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:29pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
V-109
E
R I A
L
P
L A
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1. AERIAL IMAGE HAS NOT BEEN
ORTHORECTIFIED.
2. PROPERTY LINES AND PARCEL
NUMBERS DERIVED FROM PSOMAS
LANDNET.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
SHOULD WORK BE PERFORMED
NOTES
2+00 3+00
CONSTRUCT ROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
"Y" LINE
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
STA 0+10
-105.52' LT
STA 0+04
-48.86' LT
STA 1+67
-45.06' LT
STA 1+67
-70.67' LT
EXISTING ROCK
SLOPE PROTECTION
-5
-5
-6+50 -25
-6+00 -75 -50 -25
-5+00 -75 -50 -25
-4+00 -75 -50 -25
-3+00 -75 -50 -25
-2+00 -75 -50 -25
-1+00 -75 -50 -25
0+00 25 50 75
1+00 25 50 75
2+00 25 50 75
3+00
3+50
-25 -6+00
-75 -50 -25 -5+00
-75 -50 -25 -4+00
-75 -50 -25 -3+00
-75 -50 -25 -2+00
-75 -50 -25 -1+00
-75 -50 -25 0+00
25 50 75 1+00
25 50 75 2+00
25 50 75 3+00
3+50
EXISTING WATERSIDE
TOE ELEVATION
MTOL
(E) LEVEE PROFILE GRADE
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-101
E
V E
E
P
L A
P
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
NOTES
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+00
CONSTRUCTROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
"Y" LINE
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
EXISTING ROCK
SLOPE PROTECTION
-5
-5
3+50
4+00 25 50 75
5+00 25 50 75
6+00 25 50 75
7+00 25 50 75
8+00 25 50 75
9+00 25 50 75
10+00 25 50 75
11+00 25 50 75
12+00 25 50 75
13+00
13+50
4+00
25 50 75 5+00
25 50 75 6+00
25 50 75 7+00
25 50 75 8+00
25 50 75 9+00
25 50 75 10+00
25 50 75 11+00
25 50 75 12+00
25 50 75 13+00
13+50
MTOL
(E) LEVEE PROFILE GRADE
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-102
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
NOTES
M A
T C
H
L
I N
E
S
S
E
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
14+00 15+00
16+00 17+00
18+00 19+00
20+00 21+00
22+00 23+00
CONSTRUCT ROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
"Y" LINE
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
EXISTING ROCK
SLOPE PROTECTION
-5
-5
13+50
14+00 25 50 75
15+00 25 50 75
16+00 25 50 75
17+00 25 50 75
18+00 25 50 75
19+00 25 50 75
20+00 25 50 75
21+00 25 50 75
22+00 25 50 75
23+00
23+50
14+00
25 50 75 15+00
25 50 75 16+00
25 50 75 17+00
25 50 75 18+00
25 50 75 19+00
25 50 75 20+00
25 50 75 21+00
25 50 75 22+00
25 50 75 23+00
23+50
MTOL
(E) LEVEE PROFILE GRADE
DWSE
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-103
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
NOTES
M A
T C
H
L
I N
E
S
S
E
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
BRUZZONE TRUST INC
APN 067-030-045
ARC FESACCA001 LLC
APN 067-040-003
24+00 25+00
26+00 27+00
28+00 29+00
30+00 31+00
32+00 33+00
RR BUFFER ZONE
BEGIN CONSTRUCT CABLE
AND POST FENCE
STA 29+78
LIMITS OF GRADING
CONSTRUCT BERM
BEGIN CONSTRUCT
STABILITY/SEEPAGE
BERM STA 30+00
12" WATER PIPELINE, DND
(E) 12" SD, DND
(E) GATE, DND
UTILITY VAULT, DND
"Y" LINE
CONSTRUCT ROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
CONSTRUCT ACCESS ROAD
STA 30+00
51.88' RT
STA 30+98
91.06' RT
CL RR
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
STA 30+02
67.66' RT
EXISTING ROCK
SLOPE PROTECTION
CONSTRUCT ACCESS GATE
WITH PEDESTRIAN ACCESS
REPLACE (E) GATE WITH
ACCESS GATE
WITH PEDESTRIAN ACCESS
REPLACE (E) FENCE WITH
CABLE AND POST FENCE
-5
-5
23+50
24+00 25 50 75
25+00 25 50 75
26+00 25 50 75
27+00 25 50 75
28+00 25 50 75
29+00 25 50 75
30+00 25 50 75
31+00 25 50 75
32+00 25 50 75
33+00
33+50
24+00
25 50 75 25+00
25 50 75 26+00
25 50 75 27+00
25 50 75 28+00
25 50 75 29+00
25 50 75 30+00
25 50 75 31+00
25 50 75 32+00
25 50 75 33+00
33+50
GB
MTOL
EXISTING LANDSIDE
TOE ELEVATION
BEGIN BERM
STA 30+00 "Y" LINE
MATCH EXISTING
(E) LEVEE PROFILE GRADE
(P) BERM PROFILE
GRADE AT EXISTING TOE
DWSE
EXISTING WATERSIDE
TOE ELEVATION
EXISTING 12" SD,
APPOX DEPTH, DND
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-104
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
NOTES
M A
T C
H
L
I N
E
S
S
E
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. SEE C-301 FOR STABILITY/SEEPAGE
BERM DETAILS.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
PURCELL, WILLIAM&KATHERYN
APN 067-030-039
BRE DELTA INDUSTRIAL SAC LP
APN 067-030-007
34+00 35+00
36+00 37+00
38+00 39+00
40+00 41+00
42+00 43+00
LIMITS OF WORK (TYP)
LIMITS OF GRADING
CONSTRUCT BERM
12" WATER PIPELINE
"Y" LINE
CONSTRUCT ROCK
SLOPE PROTECTION
PG&E POLE TO BE
RELOCATED BY OTHERS
PRIOR TO CONSTRUCTION
CONSTRUCT ACCESS ROAD
CONSTRUCT CABLE AND POST FENCE
CL RR
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
EXISTING ROCK
SLOPE PROTECTION
-5
-5
33+50
34+00 25 50 75
35+00 25 50 75
36+00 25 50 75
37+00 25 50 75
38+00 25 50 75
39+00 25 50 75
40+00 25 50 75
41+00 25 50 75
42+00 25 50 75
43+00
43+50
34+00
25 50 75 35+00
25 50 75 36+00
25 50 75 37+00
25 50 75 38+00
25 50 75 39+00
25 50 75 40+00
25 50 75 41+00
25 50 75 42+00
25 50 75 43+00
43+50
MTOL
(P) BERM PROFILE
GRADE AT EXISTING TOE
DWSE
(E) LEVEE PROFILE GRADE
EXISTING LANDSIDE
TOE ELEVATION
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-105
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
M A
T C
H
L
I N
E
S
S
E
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
M A
T C
H
L
I N
E
S
S
E
NOTES
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. SEE C-301 FOR STABILITY/SEEPAGE
BERM DETAILS.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
BENETO STEPHEN&DARLENE
APN 067-020-069
PURCELL, WILLIAM&KATHERYN
RD 900
APN 067-020-074
44+00 45+00
46+00 47+00
48+00 49+00
50+00 51+00 52+00 53+00
RR BUFFER ZONE
END CONSTRUCT CABLE
AND POST FENCE
STA 52+00
LIMITS OF GRADING
CONSTRUCT BERM
END CONSTRUCT
STABILITY/SEEPAGE
BERM STA 52+00
12" WATER PIPELINE, DND
"Y" LINE
CONSTRUCT ROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
CONSTRUCT ACCESS ROAD
STA 46+99
70.28' RT
STA 48+50
59.52' RT
STA 51+02
59.10' RT
STA 52+00
53.15' RT
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
EXISTING ROCK
SLOPE PROTECTION
CONSTRUCT ACCESS GATE
WITH PEDESTRIAN ACCESS
-5
-5
43+50
44+00 25 50 75
45+00 25 50 75
46+00 25 50 75
47+00 25 50 75
48+00 25 50 75
49+00 25 50 75
50+00 25 50 75
51+00 25 50 75
52+00 25 50 75
53+00
53+50
44+00
25 50 75 45+00
25 50 75 46+00
25 50 75 47+00
25 50 75 48+00
25 50 75 49+00
25 50 75 50+00
25 50 75 51+00
25 50 75 52+00
25 50 75 53+00
53+50
GB
(P) BERM PROFILE
GRADE AT EXISTING TOE
MTOL
END BERM
MATCH EXISTING
(E) LEVEE PROFILE GRADE
DWSE
EXISTING LANDSIDE
TOE ELEVATION
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-106
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
M A
T C
H
L
I N
E
S
S
E
NOTES
M A
T C
H
L
I N
E
S
S
E
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. SEE C-301 FOR STABILITY/SEEPAGE
BERM DETAILS.
3. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
-5
-5
53+50
54+00 25 50 75
55+00 25 50 75
56+00 25 50 75
57+00 25 50 75
58+00 25 50 75
59+00 25 50 75
60+00 25 50 75
61+00 25 50 75
62+00 25 50 75
63+00
63+50
54+00
25 50 75 55+00
25 50 75 56+00
25 50 75 57+00
25 50 75 58+00
25 50 75 59+00
25 50 75 60+00
25 50 75 61+00
25 50 75 62+00
25 50 75 63+00
63+50
MTOL
(E) LEVEE PROFILE GRADE
DWSE
EXISTING LANDSIDE
TOE ELEVATION
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-107
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
M A
T C
H
L
I N
E
S
S
E
NOTES
M A
T C
H
L
I N
E
S
S
E
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
BRE DELTA INDUSTRIAL SAC LP
APN 067-020-049
APN 067-020-055
BECKMAN COULTER INC
APN 067-020-051
RD 900
APN 067-020-074
64+00
65+00
66+00
67+00 68+00
69+00
70+00
71+00 72+00
73+00
CONSTRUCT ROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
"Y" LINE
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
EXISTING ROCK
SLOPE PROTECTION
-5
-5
63+50
64+00 25 50 75
65+00 25 50 75
66+00 25 50 75
67+00 25 50 75
68+00 25 50 75
69+00 25 50 75
70+00 25 50 75
71+00 25 50 75
72+00 25 50 75
73+00
73+50
64+00
25 50 75 65+00
25 50 75 66+00
25 50 75 67+00
25 50 75 68+00
25 50 75 69+00
25 50 75 70+00
25 50 75 71+00
25 50 75 72+00
25 50 75 73+00
73+50
MTOL(E) LEVEE PROFILE GRADE
DWSE
EXISTING LANDSIDE
TOE ELEVATION
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-108
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
M A
T C
H
L
I N
E
S
S
E
NOTES
M A
T C
H
L
I N
E
S
S
E
1. SEE C-501 FOR ROCK SLOPE
PROTECTION DETAILS AND TYPICAL
LIMITS.
2. LIMITS OF WORK ARE SET TO
RESTRICT WORK ALONG THE TOE
DRAIN BANK INDICATED BY THE
ORDINARY HIGH WATER MARK. THIS
IS AN ENVIRONMENTALLY SENSITIVE
AREA. UNDER NO CIRCUMSTANCES
RD 900
APN 067-020-074
RD 900
APN 067-020-060
CITY OF WEST SACRAMENTO
APN 067-020-053
74+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
CONSTRUCT ROCK
SLOPE PROTECTION
LIMITS OF WORK (TYP)
"Y" LINE
ORDINARY HIGH WATER MARK
TOE DRAIN CANAL
STA 76+62
-43.48' LT
STA 78+48
-75.72' LT
EXISTING ROCK
SLOPE PROTECTION
-5
-5
73+50
74+00 25 50 75
75+00 25 50 75
76+00 25 50 75
77+00 25 50 75
78+00 25 50 75
79+00 25 50 75
80+00 25 50 75
81+00 25 50 75
82+00 25 50 75
83+00
83+50
74+00
25 50 75 75+00
25 50 75 76+00
25 50 75 77+00
25 50 75 78+00
25 50 75 79+00
25 50 75 80+00
25 50 75 81+00
25 50 75 82+00
25 50 75 83+00
83+50
MTOL
(E) LEVEE PROFILE GRADE
DWSE
EXISTING LANDSIDE
TOE ELEVATION
EXISTING WATERSIDE
TOE ELEVATION
W E
C
R A
M E
N T
O
P
R O
J E
C T
Y O
P
A S
S
L E
V E
E
Y O
U
N T
Y
C
A L I F
O R
N
E
E
N G
I N
E E
R I N
G
I N
C
G
R E
E N
H A
V E
N
D
R I V
E
S A
C R
A M
E N
T O
C
A
C R
A M
E N
S
T R
I C
T
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
W B
X X
X X
X X
X X
X
X X
X
C-109
E
V E
E
P
L A
O
F I L
R
E I C
H E
L
J
H
E L M
S
H
A W
K I N
S
S
H
A W
K I N
S
N
SCALE: 1"=40'
40' 80'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
M
B E
R
S O
L I C
I T
A T
I O
N
N
U M
B E
R
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
D E
S I G
N
F
I
M
B E
R
Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\C-101_AA.dwg Last Saved: Mon, 27 Mar 2023 - 6:26pm
A N
S I D
S P
F O
R
C
O N
S T
R U
C T
I O
N
40' 80'0
SCALE: 1"=40' HORIZONTAL
1"=10' VERTICAL
M A
T C
H
L
I N
E
S
S
E
NOTES
1. SEE C-501 FOR ROCK SLOPE PROTECTION
DETAIL…
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