Attachment 2 - Drawings.pdf
PDF 44 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 involves construction of approximately 2,400 feet of a combination stability/seepage berm and approximately 6,150 feet of rock slope protection in West Sacramento, California. Work will include construction of the berm, levee repairs to the landside embankment, and addressing deficiencies related to stability, seepage, and encroachments. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Sacramento. The estimated value of construction is between $5 million and $10 million. Responses are due in accordance with instructions in the solicitation. A subcontracting plan will be required for large businesses that are the apparent low bidder.
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-001_AA.dwg
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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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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-001_AA.dwg Last Saved: Wed, 12 Oct 2022 - 5:41pm
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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: XXXXXX-XX-X-XXXX
CONTRACT NO: XXXXXX-XX-X-XXXX
ISSUE DATE: OCTOBER 12, 2022
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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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-002_AA.dwg Last Saved: Tue, 19 Oct 2021 - 4:10pm
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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 CG101 EROSION CONTROL PLAN 1
59 CG102 EROSION CONTROL PLAN 2
60 CG103 EROSION CONTROL PLAN 3
ABBREVIATIONS
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-003_AA.dwg Last Saved: Sun, 14 Mar 2021 - 6:36pm
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-003_AA.dwg
Last Saved: Sun, 14 Mar 2021 - 6:36pm
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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US Army Corps of Engineers
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-004_AA.dwg Last Saved: Sun, 14 Mar 2021 - 6:36pm
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\G-004_AA.dwg
Last Saved: Sun, 14 Mar 2021 - 6:36pm
G-004
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M i c r o s o f t
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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
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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
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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
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L19
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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
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SHEET ID
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
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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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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-001_AA.dwg
Last Saved: Tue, 19 Oct 2021 - 2:04pm
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
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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: Tue, 19 Oct 2021 - 8:23am
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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
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US Army Corps of Engineers
D E
S I G
N
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Drawing Name: P:\613 WSAFCA\06 CAD\Production\Pltsheets\V-102_AA.dwg Last Saved: Tue, 19 Oct 2021 - 8:23am
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V-102
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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
OUTSIDE THE LIMITS OF WORK.
M A
T C
H
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I N
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S
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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
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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
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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: Tue, 19 Oct 2021 - 8:23am
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V-103
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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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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
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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: Tue, 19 Oct 2021 - 8:23am
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M A
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H
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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
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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
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B M
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B
Y
C H
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B
Y
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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: Tue, 19 Oct 2021 - 8:23am
A N
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F I N
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L E
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C A L I F O R N
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X
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V-105
E
R I A
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P
L A
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E I C
H E
L
J
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K I N
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M A
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H
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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: Tue, 19 Oct 2021 - 8:23am
A N
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F I N
A L
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T A
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C T
Y O
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S
L E
V
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C O U N T Y
C A L I F O R N
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N G
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R I N
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C
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H A
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N
D
R I V
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S A
C R
A M
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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
X X
X X
X X
X X
X
X X
X
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: Tue, 19 Oct 2021 - 8:23am
A N
S I D
S P
F I N
A L
S
U B
M I T
T A
L
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
L O
C 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
X X
X X
X X
X X
X
X X
X
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: Tue, 19 Oct 2021 - 8:23am
A N
S I D
S P
F I N
A L
S
U B
M I T
T A
L
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
L O
C 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
X X
X X
X X
X X
X
X X
X
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: Tue, 19 Oct 2021 - 8:23am
A N
S I D
S P
F I N
A L
S
U B
M I T
T A
L
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
L O
C 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
X X
X X
X X
X X
X
X X
X
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
BLACKBURN BORINGS AND TEST PITS
Graphic/Symbol Group Names
Well-graded GRAVEL Well-graded GRAVEL with SAND
Lean CLAY Lean CLAY with SAND Lean CLAY with GRAVEL SANDY lean CLAY SANDY lean CLAY with GRAVEL GRAVELLY lean CLAY GRAVELLY lean CLAY with SAND
Poorly-graded GRAVEL Poorly-graded GRAVEL with SAND
Well-graded GRAVEL with SILT Well-graded GRAVEL with SILT and SAND
Well-graded GRAVEL with CLAY (or SILTY CLAY) Well-graded GRAVEL with CLAY and SAND (or SILTY CLAY and SAND)
Poorly-graded GRAVEL with SILT Poorly-graded GRAVEL with SILT and SAND
Poorly-graded GRAVEL with CLAY (or SILTY CLAY)
SILTY GRAVEL
SILTY GRAVEL with SAND
CLAYEY GRAVEL
CLAYEY GRAVEL with SAND
SILTY, CLAYEY GRAVEL
Well-graded SAND
Poorly-graded SAND
Well-graded SAND with SILT
Well-graded SAND with CLAY (or SILTY CLAY)
(or SILTY CLAY and GRAVEL)
Poorly-graded SAND with SILT
(or SILTY CLAY)
SILTY SAND
SILTY SAND with GRAVEL
CLAYEY SAND
CLAYEY SAND with GRAVEL
SILTY, CLAYEY SAND
PEAT
COBBLES
BOULDERS
COBBLES and BOULDERS
Graphic/Symbol
CL
SILTY CLAY
SILTY CLAY with SAND SILTY CLAY with GRAVEL
SANDY SILTY CLAY
SANDY SILTY CLAY with GRAVEL
GRAVELLY SILTY CLAY
GRAVELLY SILTY CLAY with SAND
CL-ML
SILT
SILT with SAND SILT with GRAVEL
SANDY SILT
SANDY SILT with GRAVEL
GRAVELLY SILT
GRAVELLY SILT with SAND
ML
ORGANIC lean CLAY ORGANIC lean CLAY with SAND ORGANIC lean CLAY with GRAVEL SANDY ORGANIC lean CLAY SANDY ORGANIC lean CLAY with GRAVEL GRAVELLY ORGANIC lean CLAY GRAVELLY ORGANIC lean CLAY with SAND
ORGANIC SILT
ORGANIC SILT with SAND ORGANIC SILT with GRAVEL
SANDY ORGANIC SILT
SANDY ORGANIC SILT with GRAVEL
GRAVELLY ORGANIC SILT
GRAVELLY ORGANIC SILT with SAND Fat CLAY Fat CLAY with SAND Fat CLAY with GRAVEL SANDY fat CLAY SANDY fat CLAY with GRAVEL GRAVELLY fat CLAY GRAVELLY fat CLAY with SAND Elastic SILT Elastic SILT with SAND Elastic SILT with GRAVEL SANDY elastic SILT SANDY elastic SILT with GRAVEL GRAVELLY elastic SILT GRAVELLY elastic SILT with SAND ORGANIC fat CLAY ORGANIC fat CLAY with SAND ORGANIC fat CLAY with GRAVEL SANDY ORGANIC fat CLAY SANDY ORGANIC fat CLAY with GRAVEL GRAVELLY ORGANIC fat CLAY GRAVELLY ORGANIC fat CLAY with SAND ORGANIC elastic SILT ORGANIC elastic SILT with SAND ORGANIC elastic SILT with GRAVEL SANDY ORGANIC elastic SILT SANDY ORGANIC elastic SILT with GRAVEL GRAVELLY ORGANIC elastic SILT GRAVELLY ORGANIC elastic SILT with SAND
ORGANIC SOIL
ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL
SANDY ORGANIC SOIL
SANDY ORGANIC SOIL with GRAVEL
GRAVELLY ORGANIC SOIL
GRAVELLY ORGANIC SOIL with SAND
GW
GP
GW-GM
GW-GC
GP-GM
Poorly-graded GRAVEL with CLAY and SAND (or SILTY CLAY and SAND)
GP-GC
GM
GC
SILTY, CLAYEY GRAVEL with SAND
GC-GM
Well-graded SAND with GRAVEL
SW
Poorly-graded SAND with GRAVEL
SP
Well-graded SAND with SILT and GRAVEL
SW-SM
Well-graded SAND with CLAY and GRAVELSW-SC
Poorly-graded SAND with SILT and GRAVEL
SP-SM
Poorly-graded SAND with CLAY
Poorly-graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL)
SP-SC
SM
SC
SC-SM
SILTY, CLAYEY SAND with GRAVEL
PT
OL
0L
CH
MH
OH
OH
OL/OH
DATE
BC
I-1
7- C
PT
El ev fe et
5 200 qt, tsfRf, %
1002.5
Standard Penetration Test (1.4 in ID)
Standard California (2.0 in ID)
Modified California (2.5 in ID)
Shelby Tube (2.38 or 2.87 in ID)
Punch Core
Dry Core
Sonic Core or Grab Sample
Bag Sample
End of Hole (E.O.H.) at elev. XX.X'
Field blow count for final 12-inches of 18-inch sampler penetration. Material change
Laboratory tests
Friction Ratio, R , %
Corrected Tip Resistance, qt, tsf f
Boring Information CPT Information
Boring ID
Group Symbol (USC)
BC
I-1
7-
El ev fe et
DATE
End of Boring (E.O.B.) at Elev. XX.X'
ER = est. XX%i
N Value
Sampler Type
Fines LL PI
Push
38 21
USC
CH
Push
Push
Push
62 38 21
81 57 31
CL-CH
SC
CL
CL
CL
CL
CL
CL
CL
CH
ML
ML
ML
59 35 15
Ground Water Encountered
Blackburn Boring (November 2019)
Blackburn CPT Boring (2020)
Woodward-Clyde Boring (2003 & 2004)
Wahler & Associates Boring (1987 & 1992)
Dept. of Water Resources Boring (2006-2008)
Dept. of Water Resouces CPT (2006-2008)
Woodward Clyde CPT Exploration (Dec. 1998)
Woodward Clyde Boring (1993 & 1998)
USACE Boring (Month Year)
USACE Boring (2006)
USACE Boring (2008)
Analysis Cross Section Location
Type of Sampler
BCI-20XX-ID
B9X-X
WR0900_XXB
DH-XX
CPT-01
NOTES:
1. Boring locations and elevations shown are approximate and based on various levels of certainty according to available data.
2. Blackburn Consulting elevations are referenced to topography provided by
MGE 2019.
3. Boring locations on plan and profile sheets are referenced to West
Sacramento Plan and Profiles & report spreadsheets by URS for the Department of Water Resources.
4. Boring logs represent soil conditions at the point of exploration on the date indicated.
5. Lines separating strata on boring logs represent approximate boundaries.
6. No warranty is provided as to the continuity of soil conditions between individual boring locations.
7. Geomorphology overlay source: Surficial Geologic Map of the West Delta
Study Area, Plate 1 for the North Non-Urban Levee Evaluations.
Produced by Department of Water Resources, Division of Flood Management, Levee Evaluations Branch in association with URS and Fugro, Scale is 1"=2000'. This is a color figure. Black and white reproductions should not be relied upon as data will be lost.
8. Base drawings for the levee profiles are based on boring and cpt logs provided by MGE 2019.
9. Wahler & Assoc. logs do not show N60 values for SPT samples.
10. N Value shown on logs for SPT samples reflect N60 value. Other N
Values reflect field blow counts when available.
11. Horizontal datum is the California Coordinate System, Zone 2 (NAD 83), vertical datum is NAVD 88. Elev. NAVD88 = Elev. NGVD 29 +2.57ft.
12. Some soil layers contain lenses of various material. Refer to the logs when laboratory test results conflict with assigned soil type.
13. The delineated blanket, aquifer, and aquiclude sections generally represent conditions underlying the levee centerline. Subsurface conditions my vary waterside and landside of the levee centerline.
WR0900_XXC
2F-10-04
B96-X
B-XWC
B-1
GWE at Elev. XX.X'
GWE = Ground Water Encountered GW = Ground Water
CPT-20XX-ID
B-101
G
EO
TE
C
H N
IC
AL
P
LA
N A
N D
P R
O
FI
LE
L
EG
EN
D
N . H
AR
T
M . R
O
BE
R
TS
O N
R . L
O
KT
EF
F
N . H
AR
T
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers ®
D ra w in g N am e:
C :\U se rs
\m ik er \D oc um en ts
\3
7.
x
C
AD
\3
7.
x
Fi g6
Y ol o By pa ss
E as t L ev ee M
G E
U
SA
C E
FI
N
AL
.d w g
La st
S av ed : T hu , 1
Fe b
:3
3a m
SP
EC
N O
D
ES
IG
N
F
IL
E N
U M
BE
R
FI
N
AL
S
U
BM
IT
TA
L
W
ES
T
SA
C R
AM
EN
TO
YO
LO
B
YP
AS
S
EA
ST
L
EV
EE
P R
O
JE
C T
BL
AC
KB
U
R N
C O
N
SU
LT
IN
G
B
O
AT
M
AN
A
VE
N U
E W
ES
T
SA
C
R
AM
EN
TO
, C A
SA
C
R
AM
EN
TO
D
IS
TR
IC
T
J
S
TR
EE
T
SA
C
R
AM
EN
TO
, C A
XX
XX
-X X-
XX
XX
XX
X-
XX
-X -X
XX
X
XX
XX
-X X-
XX
-X
X
-0
5-
AN
SI
-D
AutoCAD SHX Text
GROUP SYMBOLS AND NAMES
AutoCAD SHX Text Group Names
AutoCAD SHX Text
SAMPLER GRAPHIC SYMBOLS
AutoCAD SHX Text
STA 37+00
0 0
10 101010
-2 -2
2 2 4 46 6
8 8
6 8
14 16 18 22 242410
B93-5A
B93-5B
WR0900_013C
WR0900_024C
SEGMENT Z
Qs
0 1 2 3 4 5 6 7 8 9 10 11 12 13
N Value
Sampler Type
Fines LL PIUSC
B9 3-
5A El ev . 3
0.
12-07-1993 E.O.B. at Elev. -19.3'
GW encountered at Elev.-1.8
GC
CL
SC
CH
CL
SM
MLSM
ML
SM
50/4"
61 39
N Value
Sampler Type
Fines LL PIUSC
B9 3-
5B El ev . 2
0.
12-07-1993 E.O.B. at Elev. -9.5'
GW encountered at Elev.-3.0
CL
CH
CL
ML
W R
_0
C El ev . 3
7.
qt, tsfRf, % 8 4 200100
12-14-2006 E.O.H. at Elev. -73.0'
W R
_0
C El ev . 2
0.
qt, tsfRf, % 8 4 200100
01-09-2007 E.O.H. at Elev. -77.2'
300 400
AQUIFER
BLANKET
AQUICLUDE
M A
TC
H
LI
N
E
ST
A
3+
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers®
D ra w in g N am e:
C :\U se rs
\m ik er \A pp D at a\
Lo ca l\T em p\ Ac
Pu bl is h_
\3
7.
x
Fi g6
Y ol o By pa ss
E as t L ev ee M
G E
U
SA
C E
FI
N
AL
.d w g
La st
S av ed : T hu , 1
Fe b
:3
3a m
SP
EC
N O
D
ES
IG
N
F
IL
E N
U M
BE
R
FI
N
AL
S
U
BM
IT
TA
L
W
ES
T
SA
C R
AM
EN
TO
YO
LO
B
YP
AS
S
EA
ST
L
EV
EE
P R
O
JE
C T
BL
AC
KB
U
R N
C O
N
SU
LT
IN
G
B
O
AT
M
AN
A
VE
N U
E W
ES
T
SA
C
R
AM
EN
TO
, C A
SA
C
R
AM
EN
TO
D
IS
TR
IC
T
J
S
TR
EE
T
SA
C
R
AM
EN
TO
, C A
XX
XX
-X X-
XX
XX
XX
X-
XX
-X -X
XX
X
XX
XX
-X X-
XX
-X
X
-0
5-
AN
SI
-D
SCALE: 1"=100'
PLAN
SCALE: HORIZ: 1"=100'
VERT: 1"=40'
PROFILE
-40
-20
-60
-80
EL
EV
AT
IO
N (fe et
-100
-120
-140
-60
-40
-20
-80
EL
EV
AT
IO
N (fe et
-100
-120
-140
Deep Water
Ship Channel
B-102
BO
R
IN
G
L O
G P
LA
N
A N
D P
R O
FI
LE
N . H
AR
T
M . R
O
BE
R
TS
O N
R . L
O
KT
EF
F
N . H
AR
246888
0 0
10 10
20 20
20 20
30 30
-2
2 2 4 4
6 6 88888
12 12
26 26
32 32
34 34
36 36
WR0900_043B
WR0900_011B
WR0900_011C
WR0900_024B
WR0900_026C
WR0900_044C
DH-4-92
WR0900_040B
WR0900_012C
WR0900_041B
WR0900_025C
WR0900_042C
SEGMENT Z
14 15 16 17 18 19 20 21 22 23 24 25 26 27
Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 3
7.
12-12&13-2006 E.O.B. at Elev. -62.5'
ER = est. 83.9%i GW not measured
CL
CL
ML
SM
SP-SM
CL
SP-SM
SP
SM
SP-SM
SM
CH
CL
43 24
55 33
63 37
55 34 68 44 57 3961 39
57 36
43 23
34 10
31 6
7 NPNP
54 27
52 27
49 25
N Value60
CH
W R
_0
C El ev . 1
9.
qt, tsfRf, % 8 4 200100
01-23-2008 E.O.H. at Elev. -55.7'
30012
N Value
Sampler Type
Fines LL PIUSC
D H
-4 -9
El ev . 3
6.
04-01-1992 E.O.B. at Elev. 7.5'
GW not encountered
GP-SM
CL14
Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 1
5.
02-18&19-2008 E.O.B. at Elev. -65.0'
ER = est. 71.7%i GW not measured
CH
CH
MH25
CL
CL
ML
ML
SM
ML
SP-SM
SM
SP-SM
CH
CL
97 52 22 52 21
49 29
76 38 17
78 35 10
53 26
N Value60
AQUIFER
AQUICLUDE
BLANKET
Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 1
4.
02-20&22-2008 E.O.B. at Elev. -100.7'
ER = est. 71.7%i GW not measured
50/5"
50/6"
CH
MH
ML
CL
SM
SP
SP-SM
SM
SP-SM
CL
CL
SP-SM
SM
SP-SM
SM
SP-SM
SM
SP-SM
GP-GM
SM
56 36
50 1791
46 21
49 22
36 16
N Value
Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 3
7.
12-04&05-2007 E.O.B. at Elev. -48.0'
ER = est. 83.5%i GW not measured
50 29
46 19
46 26
42 1577
GP
CL
CH
CL
CH
CL
CL
ML
SP-SM
SM
CLSC
N Value
W R
_0
C El ev . 3
7.
qt, tsfRf, % 8 4 200100
12-14-2006 E.O.H. at Elev. -73.2'
W R
_0
C El ev . 1
9.
qt, tsfRf, % 8 4 200100
01-09-2007 E.O.H. at Elev. -86.6'
300 400
W R
_0
C El ev . 1
9.
qt, tsfRf, % 8 4 200100
01-24-2008 E.O.H. at Elev. -50.2'
M A
TC
H
LI
N
E
ST
A
7+
SCALE: 1"=100'
PLAN
SCALE: HORIZ: 1"=100'
VERT: 1"=40'
PROFILE
-40
-20
-60
-80
EL
EV
AT
IO
N (fe et
-100
-120
-140
-60
-40
-20
-80
EL
EV
AT
IO
N (fe et
-100
-120
-140
M A
TC
H
LI
N
E
ST
A
3+
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers ®
D ra w in g N am e:
C :\U se rs
\m ik er \A pp D at a\
Lo ca l\T em p\ Ac
Pu bl is h_
\3
7.
x
Fi g6
Y ol o By pa ss
E as t L ev ee M
G E
U
SA
C E
FI
N
AL
.d w g
La st
S av ed : T hu , 1
Fe b
:3
3a m
SP
EC
N O
D
ES
IG
N
F
IL
E N
U M
BE
R
FI
N
AL
S
U
BM
IT
TA
L
W
ES
T
SA
C R
AM
EN
TO
YO
LO
B
YP
AS
S
EA
ST
L
EV
EE
P R
O
JE
C T
BL
AC
KB
U
R N
C O
N
SU
LT
IN
G
B
O
AT
M
AN
A
VE
N U
E W
ES
T
SA
C
R
AM
EN
TO
, C A
SA
C
R
AM
EN
TO
D
IS
TR
IC
T
J
S
TR
EE
T
SA
C
R
AM
EN
TO
, C A
XX
XX
-X X-
XX
XX
XX
X-
XX
-X -X
XX
X
XX
XX
-X X-
XX
-X
X
-0
5-
AN
SI
-D
B-103
BO
R
IN
G
L O
G P
LA
N
A N
D P
R O
FI
LE
N . H
AR
T
M . R
O
BE
R
TS
O N
R . L
O
KT
EF
F
N . H
246888
2 4 6 8
WR0900_046B
WR0900_010C
WR0900_027C
DH-3-92
WR0900_043B
WR0900_011B
WR0900_011C
WR0900_024B
WR0900_026C
WR0900_047C
WR0900_045B
WR0900_044C
SEGMENT AA
Pf?
ST
A
+0
BC-19-001
BC-20-011
CPT-20-001
27 28 29 30 31 32 33 34 35 36 37 38
Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 1
5.
02-18&19-2008 E.O.B. at Elev. -65.0'
ER = est. 71.7%i GW not measured
CH
CH
MH25
CL
CL
ML
ML
SM
ML
SP-SM
SM
SP-SM
CH
CL
97 52 22 52 21
49 29
76 38 17
78 35 10
53 26
N Value60
W R
_0
C El ev . 3
7.
qt, tsfRf, % 8 4 200100
12-13-2006 E.O.H. at Elev. -72.2'
300 40012 D H
-3 -9
El ev . 3
3.
03-31-1992 E.O.B. at Elev. 3.0'
GW not encountered
N Value
Sampler Type
Fines LL PIUSC
GP/SM
CL
CL
CL
CL
W R
_0
C El ev . 1
9.
qt, tsfRf, % 8 4 200100
01-09-2007 E.O.H. at Elev. -88.0'
300 40012Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 1
9.
01-11&12-2007 E.O.B. at Elev. -65.8'
ER = est. 83.9%i GW not measured
ML
CL
CL
CH
ML
SM
SP-SM
ML
57 30
53 27
60 33
35 10 33 13
NPNP24
46 22
43 1641 14
Topsoil N
Value60 Sampler
Type
Fines LL PIUSC
BC
-1
9-
El ev . 2
0.
11-07-2019 E.O.B. at Elev. -61.5'
ER = est. 89%i GW encountered at Elev.-5.5
SC
SP-SM
SM
ML
CL
SP
CH
36 2046
38 1594
50 3095
36 1575
36 13
38 13
50 2599
ML
CL
N Value60
Push
48 2015 111728
SP-SM
44 2986
Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 3
7.
12-06&07-2007 E.O.B. at Elev. -62.5'
ER = est. 83.5%i GW not measured
GP
CL
CL
CL
SC
CL
SM
CH
SC
SM
SP-SM
SP
SP-SM
ML
MH
ML
ML
ML
ML
SM
ML
SP
CL
76 NPNP
42 13
52 18
48 18
49 23
N Value60
W R
_0
C El ev . 1
8.
qt, tsfRf, % 8 4 200100
03-07-2008 E.O.H. at Elev. -49.0'
30012
W R
_0
C El ev . 1
8.
qt, tsfRf, % 8 4 200100
01-10-2007 E.O.H. at Elev. -66.2'
300 40012Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 1
8.
12-14&12-19-2007 E.O.B. at Elev. -60.2'
ER = est. 71.7%i GW not measured
67 59 37
84 46 19
48 18
45 18
61 36 12
CH
SC
SM
SP-SM
CL
ML
ML
ML
ML
ML
SP
SP-SM
CL
CL
N Value60
W R
_0
C El ev . 3
7.
qt, tsfRf, % 8 4 200100
12-12-2006 E.O.H. at Elev. -72.5'
300 400
C
PT
-2 0-
El ev
. 3 6.
qt, tsfRf, % 8 4 200100
02-27-2020 E.O.H. at Elev. -44.0' ft.
Sampler Type
Fines LL PIUSC
BC
-2
0-
El ev . 1
4.
02-24-2020 E.O.B. at Elev. -66.7'
ER = 100%i GW encountered at Elev.-5.2
N Value60
CH
CL
CL
CL
ML
CL-ML
SP
93/11"
56 3894
61 4098
41 1896
36 989
46 17
49 2799
52 3389
44 2299
AQUIFER
AQUICLUDE
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SHALLOW
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EV
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N (fe et
-100
-120
-140
-60
-40
-20
-80
EL
EV
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-120
-140
M A
TC
H
LI
N
E
ST
A
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M A
TC
H
LI
N
E
ST
A
7+
B-104
BO
R
IN
G
L O
G P
LA
N
A N
D P
R O
FI
LE
N . H
AR
T
M . R
O
BE
R
TS
O N
R . L
O
KT
EF
F
N . H
20 20
4 68121416
0 0
10 10
20 20
30 30
2 2 4 4
6 6 8 8
12 1214 14
1618 18
18 181818 18 18
22 2224 24
26 2628 28
32 32
34 34
36 36
WC-CPT-1WR0900_028C
WR0900_009C
WR0900_071B
DH-15A
SEGMENT AA
Qn (Agr)Pf?
DH-15
BC-19-002
BC-19-003
BC-20-012
CPT-20-002
39 40 41 42 43 44 45 46 47 48 49 50 51 W
R
_0
C
El ev
. 3 7.
qt, tsfRf, % 8 4 200100
12-12-2006 E.O.H. at Elev. -72.6'
300 400 500
W R
_0
C El ev . 1
7.
qt, tsfRf, % 8 4 200100
01-10-2007 E.O.H. at Elev. -67.1'
30012
D H
-1
El ev
. 3 4.
04-28-1987 E.O.B. at Elev. -0.5' GW not encountered
Sampler Type
Fines LL PIUSC
CH
CL
87 53 37
49 32100
W C
-C
PT
-1 El ev . 1
9.
qt, tsfRf, % 8 4 10050
12-10-1998 E.O.H. at Elev. -25.5'
Sampler Type
Fines LL PIUSC
BC
-1
9-
El ev . 1
8.
11-08-2019 E.O.B. at Elev. -63.4'
ER = est. 89%i GW encountered at Elev. 9.2
Push
CL
SM
SC
CL
CL
ML
SP-SM
CH
CH
CL
40 2558
45 2572
42 1999
58 3798
41 2198 40 1987
35 880
NPNP61
NPNP9
43 2198
N Value60
63 4694
41 1499
300 400 Sampler Type
Fines LL PIUSC
W R
_0
B El ev . 1
7.
02-25&26-2008 E.O.B. at Elev. -69.3'
ER = est. 71.7%i GW not measured
CH
CH
SM
CL
CL
CH
ML
ML
ML
SM
SP-SM
SP-SM
SP-SM
CH
50 23
33 10
32 10
32 7
50 27
N Value60
C
PT
-2 0-
El ev
. 3 8.
qt, tsfRf, % 8 4 200100
02-27-2020 E.O.H. at Elev. -42.7' ft.
300 400
SHALLOW
PERMEABLE
ZONE
SHALLOW
PERMEABLE
ZONE
AQUIFER
AQUICLUDE
BLANKET
D H
-1 5A
El ev
. 1 9.
04-28-1987 E.O.B. at Elev. -1.0' GW not encountered
Sampler Type
Fines LL PIUSC
SM
CL
87 46 28
N Value60
Sampler Type
Fines LL PIUSC
BC
-2
0-
El ev . 1
4.
02-25-2020 E.O.B.
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