W912P726RA022_FY26_SAN_RAFAEL_Plans_FINAL.pdf
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- Solicitation number
- W912P726RA022
About this file
These are design drawings and project specifications for the San Rafael Creek and Across the Flats FY26 Maintenance Dredging Project in Marin County, California, prepared by the U.S. Army Corps of Engineers, San Francisco District. The project encompasses approximately 200.71 stations of dredging across multiple reaches, with dredging depths of -8 feet MLLW for Across the Flats sections and -6 feet MLLW for San Rafael Creek sections. The contract includes five acceptance reaches: Reach 0 (STA -5+00 to 0+00), Reach 1 (STA 0+00 to 57+00), Reach 2 (STA 57+00 to 118+84), Reach 3A (STA 118+84 to 153+00), and Reach 3B (STA 153+00 to 175+00), with Reach 4 (STA 175+00 to 200+71) excluded from the contract. Dredged material from Reaches 0, 1, 2, and 3A will be disposed at the Alcatraz Disposal Site SF-11, while material from Reach 3B will be disposed at the deep ocean disposal site SF-DODS.
The project specifications include standard dredging allowances of 1.0 foot paid overdepth, 1.0 foot non-paid overdepth, and 2.0 feet maximum total allowable overdepth. Contractors must locate and verify all underwater and overhead utilities before commencing work, including PG&E overhead transmission lines crossing the project area and Sanitation District sewer pipelines with elevations varying from -50 feet to -56 feet MLLW. Bathymetric survey data was conducted on March 5, 2026, based on Mean Lower Low Water (MLLW) datum with vertical control referenced to VDATUM (Geoid 12B) and horizontal control to NAD83 (2011) California State Plane Coordinates Zone 3. The solicitation number is W912P726RA022 with contract number W912P726CXXXX, issued in July 2026.
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S
A N
R A F A E L C R E E K
SAN RAFAEL CROSS THE FLATS
ACROSS THE FLATS EXTENSION
US Army Corps of Engineers San Francisco District
SAN RAFAEL
C:\Users\L3ET9LEK\onedrive - us army corps of engineers\documents\c_working__files\o&m_san_rafael_2026\ San_Rafael_FY26__G001-G002.dwg 08 Jul 2026 - 11:42am
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APPROVED BY:
ROBIN K. INABA, AIA, PMP DATE
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
SUBMITTED BY:
THIS PROJECT WAS DESIGNED BY THE SAN FRANCISCO DISTRICT OF
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR
ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF DRAWINGS IN THIS SET.
ERIKA E. POWELL, PE DATE
ACTING CHIEF, ENGINEERING BRANCH
PREPARED UNDER THE DIRECTION OF:
LIEUTENANT COLONEL, U.S. ARMY
DISTRICT COMMANDER AND ENGINEER
VIRGINIA R. BRICKNER
SOLICITATION NO: W912P726RA022
CONTRACT NO: W912P726CXXXX
ISSUE DATE: JULY 2026
CONFORMED FOR CONSTRUCTION
MARIN COUNTY, CALIFORNIA
SAN RAFAEL CREEK AND ACROSS THE FLATS
FY26 MAINTENANCE DREDGING PROJECT
LOCATION MAP
NOT TO SCALE
WEST MARIN
ISLAND
EAST MARIN
ISLAND
S
N
F R
A N
C I
S
C O
B
Y
S A N P A B L O B A Y
RICHMOND
OAKLAND
SAN
FRANCISCO
MILL
VALLEY
SAUSALITO
SAN
RAFAEL
PROJECT
AREA
VALLEJONOVATO
VICINITY MAP
NOT TO SCALE
PROJECT
LOCATION
GENERAL NOTES
1. ALL REACHES MUST BE DREDGED TO THE PROJECT DEPTH AS SPECIFIED. WHEN
DREDGING TO THE REQUIRED DEPTH IN AREA WHERE A UTILITY CROSSING EXISTS,
DREDGING MUST BE DONE IN ACCORDANCE WITH SPEC 01 11 00. BEFORE STARTING
WORK, THE CONTRACTOR SHALL LOCATE AND VERIFY ALL UNDERWATER AND
OVERHEAD UTILITIES. WORK MAY ONLY BEGIN AFTER THESE LOCATIONS ARE
CONFIRMED AND SAFE WORK LIMITS HAVE BEEN ESTABLISHED. THE UTILITY
CROSSINGS SHOWN ON THE DRAWINGS REFLECT USACE'S KNOWLEDGE OF
EXISTING UTILITIES.
2. BATHYMETRIC SURVEY OF SAN RAFAEL CREEK AND ACROSS THE FLATS WAS
CONDUCTED BY THE U.S ARMY CORPS OF ENGINEERS, SAN FRANCISCO DISTRICT,
ON 05 MARCH 2026.
3. BATHYMETRIC SURVEY SOUNDINGS ARE BASED ON THE DATUM OF MEAN LOWER
LOW WATER (MLLW) AT THE LOCALITY.
4. DRAWINGS ARE NOT TO BE USED AS NAVIGATION CHARTS.
5. INFORMATION SHOWN ON THE DRAWINGS IS BASED ON BATHYMETRIC SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED FOR THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
6. BATHYMETRIC SURVEY SOUNDINGS WERE TAKEN BY FATHOMETER (MULTI-BEAM
SURVEY EQUIPMENT) AND ARE SHOWN TO THE NEAREST TENTH OF A FOOT.
7. COORDINATES ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE
SYSTEM OF 1983 (CCS83), LAMBERT CONFORMAL PROJECTION ZONE III, AS
DESCRIBED IN SPECIAL PUBLICATION NO. 253, PUBLISHED BY NATIONAL OCEAN
SURVEY.
8. THE PROJECT DEPTHS ARE -8 FT MLLW FOR THE SAN RAFAEL ACROSS THE FLATS
AND -6 FT MLLW FOR THE SAN RAFAEL CREEK.
9. THE DISPOSAL SITE FOR REACHES 0, 1, 2, AND 3A IS THE ALCATRAZ DISPOSAL SITE
SF-11. THE DISPOSAL SITE FOR REACH 3B IS THE DEEP OCEAN DISPOSAL SITE
SF-DODS.
10. THE LOCATION OF ALL NAVIGATION AIDS ARE BASED ON INFORMATION PROVIDED
BY THE U.S. COAST GUARD. BUOY LOCATION REPRESENTS THE POSITION OF THE
SINKER ONLY.
11. AERIAL IMAGE COURTESY OF ESRI, DIGITALGLOBE, GEOEYE, EARTHSTAR
GEOGRAPHICS, CNES/AIRBUS DS, USDA, USGS, AEX, GETMAPPING, AEROGRID, IGN,
IGP, SWISSTOPO, AND THE GIS USER COMMUNITY.
12. SEDIMENT SAMPLING AND TESTING DATA AVAILABLE UPON REQUEST.
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2' ALLOWABLE OVERDEPTH
(PAID AND NON-PAID)
EL. 0.00 FEET MLLW
1.0' ALLOWABLE (PAID) OVERDEPTH
PROJECT DEPTH
NOTE:
SEE SPECIFICATION SECTION 35 20 23 (DREDGING) FOR DETAILS.
1.0' ALLOWABLE OVERDEPTH (NON-PAID)
VARIES
TYPICAL DREDGING SECTION
NOT TO SCALE
MATERIAL TO BE DREDGED (PAID)
NO DREDGING ON SIDE SLOPES
(SEE NOTE)
EXISTING CHANNEL BOTTOM
SIDE-SLOPE PRISM
CHANNEL WIDTH VARIES
SEE PLAN
SHEET SHEET
NUMBER ID DESCRIPTION
01 G001 COVERSHEET
02 G002 SCHEDULE OF DRAWINGS, ACCEPTANCE REACHES,
SURVEY CONTROL DATA, ABBREVIATIONS, GENERAL
NOTES, AND TYPICAL DREDGING SECTION
03 G003 KEY MAP AND CHANNEL CONTROL POINT TABLES
04 G004 DISPOSAL SITES SF-10 AND SF-11
05 C101 DREDGING PLAN
STA -5+00 TO STA 19+50
06 C102 DREDGING PLAN
STA 19+50 TO STA 46+50
07 C103 DREDGING PLAN
STA 46+50 TO STA 73+50
08 C104 DREDGING PLAN
STA 73+50 TO STA 101+50
09 C105 DREDGING PLAN
STA 101+50 TO STA 128+50
10 C106 DREDGING PLAN
STA 128+50 TO STA 153+50
11 C107 DREDGING PLAN
STA 153+50 TO STA 181+50
12 C108 DREDGING PLAN
STA 181+50 TO STA 200+71
SCHEDULE OF DRAWINGSABBREVIATIONS
APPROX APPROXIMATE
CLIN CONTRACT LINE ITEM NUMBER
CY CUBIC YARD
CU YD CUBIC YARD
DIA DIAMETER
DWG DRAWING
E EAST
EA EACH
FT FOOT / FEET
H HORIZONTAL
L LENGTH
LT LEFT
MAX MAXIMUM
MIN MINIMUM
MLLW MEAN LOWER LOW WATER
N NORTH
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM 1988
NO NUMBER
NTS NOT TO SCALE
PID PERMANENT IDENTIFIER
RT RIGHT
RTK REAL TIME KINEMATIC
S SLOPE / SOUTH
STA STATION
TYP TYPICAL
V VERTICAL
W WEST
ACCEPTANCE REACHES
SAN RAFAEL ACROSS THE FLATS EXTENSION
REACH 0: STA -5+00 TO STA 0+00
SAN RAFAEL ACROSS THE FLATS
REACH 1: STA 0+00 TO STA 57+00
REACH 2: STA 57+00 TO STA 118+84
SAN RAFAEL CREEK INNER CANAL
REACH 3A: STA 118+84 TO STA 153+00
REACH 3B: STA 153+00 TO STA 175+00
REACH 4: STA175+00 TO STA 200+71 (NOT IN CONTRACT)
VERTICAL CONTROL
VERTICAL DATUM
MLLW (VDATUM, GEOID12B)
CONTROL:
941 4892 A TIDAL (PID BBDK66) MLLW: 9.324 FT (VDATUM)
B.M. TIDAL 17 (1951) MLLW: 9.73 FT (DESTROYED)
L 551 (1956) MLLW: 15.61 FT (LEGACY)
HORIZONTAL CONTROL:
HORIZONTAL REFERENCE FRAME:
NAD83 (2011) EPOCH 2010.000
PROJECTED STATE PLANE COORDINATES:
CALIFORNIA ZONE 3 (CA0403)
G002
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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
∠01
∠02
∠03 ∠09
∠10
∠11∠12 ∠13
∠14
∠15
∠16
∠17
∠1
∠1
∠20 ∠21
∠22
∠23
∠24
∠25 ∠26
∠28 ∠29
∠30 ∠31
∠32
∠33
∠34
∠36 ∠37
∠38
∠39 ∠40
∠41 ∠42 ∠43
∠4
∠45
∠46
∠47
∠48
∠49 ∠50 ∠51
∠52
C1
C2
C3C4 C5
C6
C7
C8
C9
C10
C11
C12 C13
C14
C15
C16
C17 C18
C20
C21 ∠04
∠06
∠05
SAN RAFAEL CREEK
ACROSS THE FLAT
ALIGNMENT CONTROL POINT TABLE
POINT #
∠01
∠02
∠03
∠04
∠05
∠06
NORTHING
2176520.90
2179086.60
2181646.65
2181737.65
2179177.61
2176611.90
EASTING
5998342.09
5992699.31
5987068.67
5987110.07
5992740.69
5998383.49
SAN RAFAEL CREEK
INNER CANAL
ALIGNMENT CONTROL POINT TABLE
POINT #
∠09
∠10
∠11
∠12
∠13
∠14
∠15
∠16
∠17
∠18
∠19
∠20
∠21
∠22
∠23
NORTHING
2181664.86
2181878.95
2182006.05
2182024.15
2181965.95
2181703.65
2181431.85
2181185.15
2181030.45
2180984.35
2180608.45
2180512.95
2180482.65
2180578.65
2180738.05
EASTING
5987076.96
5986606.08
5986326.57
5986091.47
5985896.97
5985395.57
5984950.27
5984431.57
5983871.87
5983749.77
5983258.17
5983030.97
5982755.97
5982461.67
5982244.97
SAN RAFAEL CREEK
INNER CANAL
ALIGNMENT CONTROL POINT TABLE
POINT #
∠24
∠25
∠26
∠27
∠28
∠29
∠30
∠31
∠32
∠33
∠34
∠35
∠36
∠37
∠38
NORTHING
2181067.35
2181121.75
2181206.95
2181246.85
2181583.65
2181487.25
2181540.95
2181637.25
2181721.75
2181778.35
2181641.55
2181305.55
2181264.65
2181172.85
2181111.65
EASTING
5981952.57
5981880.67
5981713.67
5981470.57
5980165.07
5980138.27
5979945.57
5979972.37
5979668.87
5979689.27
5980180.57
5981482.97
5981732.57
5981912.57
5981993.57
SAN RAFAEL CREEK
INNER CANAL
ALIGNMENT CONTROL POINT TABLE
POINT #
∠39
∠40
∠41
∠42
∠43
∠44
∠45
∠46
∠47
∠48
∠49
∠50
∠51
∠52
NORTHING
2180782.65
2180632.75
2180543.75
2180571.65
2180660.75
2181037.35
2181087.55
2181241.65
2181484.65
2181755.85
2182021.75
2182084.85
2182065.05
2181719.45
EASTING
5982285.67
5982489.47
5982762.27
5983015.77
5983227.77
5983720.27
5983853.17
5984410.57
5984921.77
5985365.97
5985874.27
5986084.97
5986341.67
5987101.87
SAN RAFAEL CREEK
CENTERLINE
ALIGNMENT CONTROL POINT TABLE
POINT #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
NORTHING
2176566.40
2181692.15
2182035.55
2182054.45
2181993.85
2181729.75
2181458.25
2181213.45
2181058.95
2181010.85
2180634.65
2180542.35
2180513.25
2180605.75
2180760.35
2181089.55
2181147.35
2181235.75
2181276.25
2181612.05
2181750.05
EASTING
5998362.79
5987089.37
5986334.07
5986088.27
5985885.57
5985380.77
5984935.97
5984421.07
5983862.47
5983735.07
5983242.97
5983023.37
5982759.17
5982475.57
5982265.37
5981973.07
5981896.67
5981723.17
5981476.77
5980172.77
5979679.07
-5 +0
0+
5+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
0+
5+
0+
5+
0+
5+
0+
135+00140+00145+00
0+
155+00
160+00
5+
0+
5+
0+
5+
0+
5+
0+
∠27
∠35 C19
REACH 0
STA -5+00 TO STA 0+00
REACH 2
STA 57+00 TO STA 118+84
REACH 1
STA 0+00 TO STA 57+00
REACH 4
STA 175+00 TO STA 200+71
(NOT IN CONTRACT)
REACH 3A
STA 118+84 TO STA 153+00
REACH 3BSTA 153+00 TO STA 175+00
0 700' 1400'SCALE: 1" = 700'
KEY MAP AND CHANNEL CONTROL POINT TABLES
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G003
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O
JE
C
T N
O
A
B
C
D
E
F
G
H
J
K
L
M
N
P
J.
Z
O U
LA
S
E.
P
O W
EL
L
L.
K
W O
N G
SO
LI
C
IT
AT
IO
N
W
2P
6R A0
W
2P
6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
N
C108 C107
C106 C105
C104
C103
C102
C101
SAN RAFAEL
EAST MARIN
ISLAND
WEST MARIN
ISLAND
S A N R A F A E L B A Y
SF-11 SITE CONTROL POINTS
POINT
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
NORTHING
2127907
2128164
2128233
2127907
2127179
2126388
2126262
2126235
2126249
2126412
2126708
2126707
2126658
2126658
2126632
2126632
2126732
2126732
2126907
2127907
2127907
2127234
EASTING
6005195
6005567
6005967
6006675
6006933
6006467
6006167
6005967
6005767
6005367
6005085
6005367
6005367
6005767
6005767
6005967
6005967
6006167
6006467
6005967
6005567
6005935
SF-DODS
SF-DODS CENTER COORDINATES
POINT
SF-DODS
NORTHING
2072906
EASTING
5698119
LATITUDE
N37° 39' 00"
LONGITUDE
W123° 29' 00"
OVAL SHAPED SITE:
4 NAUTICAL MILES LONG
(NORTH / SOUTH) AXIS
2.5 NAUTICAL MILES SHORT
(EAST / WEST) AXIS
A
B C
D
E
F
GHI
J
K L
M N
O P
Q R
S
TU
V
AREA
H
AREA
C
AREA
G
AREA
F
AREA
E
AREA
D
AREA
A
AREA
B
AREA
I
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N
W
2P
6R A0
W
2P
6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
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SF-DODS
EPA SECTION 102
OCEAN DISPOSAL SITE
SF
-1
AN
D S
F- D
O D
S D
IS
PO
SA
L
SI
TE
S
ALCATRAZ ISLAND (SF-11) PLACEMENT SITE
MATERIAL DISPOSED OF ONLY IN SUB-AREA C, H, AND I (SHADED AREAS)
SAN
FRANCISCO
OAKLAND
RICHMOND
SAN BRUNO
REDWOOD CITYP A C I F I C O C E A N
S A N F R A N C I S C O B A Y
S A N P A B L O B A Y
NOVATO VALLEJO
PINOLE
SAN PABLO
ALAMEDA
ALBANY
EL CERRITO
BERKELEY
EMERYVILLE
PIEDMONT
ORINDA
SAUSALITO
TREASURE
ISLAND
TIBURON
MILL VALLEY
SAN RAFAEL
DALY CITY
COLMA
PACIFICA
SAN FRANCISCO
INTERNATIONAL
AIRPORT
SOUTH
SAN FRANCISCO
MILLBRAE
BURLINGAME
FOSTER CITY
SAN CARLOS
BELMONT
MATEO - HAYWARD BRIDGE
SAN
BRIDGE
SF
- O
AKLA
ND
BAYGOLDEN GATE
BRIDGE
RICHMOND BRIDGE
G004
2.5 MILE 500 MILE0SCALE: 1" = 2.5 MILES
SF-11 AND SF-DODS DISPOSAL SITESA1
800'0 400'
GRAPHIC SCALE
SAN RAFAEL
CREEK
PROJECT
REACH 1
STA 0+00 TO STA 57+00
E 5998500
E 5998000
E 5997500
E 5997000
E 5998000
E 5997500
E 5997000
E 5996500
E 5996000
-5 +0
-4 +0
-3 +0
-2 +0
-1 +0
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
N 2176000
N 2176500
N 2178000
N 2177000 N 2177000
REACH 0
STA -5+00 TO STA 0+00
A C R O S S T H E F L A T 5.7 5.8 6.2 5.7 5.7 5.7 5.9 5.9 5.5 5.5
6.2 6.1 6.8 5.9 6.0 6.1 6.5 6.1 6.0 6.0
7.2 7.1 7.4 7.0 6.9 7.0 7.1 6.9 6.8 6.9
9.6 9.6 9.5 9.5 9.3 9.3 9.4 9.4 9.1 9.0 9.0
14.3 14.2 14.0 13.9 13.9 13.8 13.4 13.4 13.2 13.0 12.9 12.8 12.7
SF Bay North Channel Light 175.3
5.2 5.3 5.2 5.3 5.3 5.3 5.4 5.6 5.4
5.2 5.2 5.3 5.2 5.2 5.2 5.1 5.2 5.4 5.3
5.1 5.1 5.1 5.1 5.2 5.1 5.1 5.1 5.4 5.2 5.1
5.1 5.2 5.2 5.1 5.2 5.1 5.1 5.3 5.3
5.1 5.1 5.1 5.2 5.2 5.3 5.0 5.3 5.3
5.4 5.2 5.2 5.3 5.2 5.0 5.4 5.2
5.0 5.0 4.9 5.2 5.1 5.0 5.1 5.2 5.3
4.9 5.0 5.2 5.2 5.2 5.1 4.9 5.3 5.2
5.0 5.0 5.2 5.2 5.4 5.0 4.9 5.3 5.1
5.0 5.1 5.2 5.2 5.3 5.1 4.9 5.4 5.1
5.2 5.1 5.1 5.3 5.3 5.3 5.1 5.1 5.4 5.2
5.2 5.2 5.4 5.2 5.2 5.1 5.2 5.6 5.3
5.2 5.1 5.2 5.3 5.2 5.2 5.1 5.1 5.5 5.2
5.2 5.3 5.3 5.3 5.2 5.2 5.1 5.2 5.4 5.1
5.2 5.3 5.4 5.3 5.3 5.3 5.2 5.3 5.3 5.1
5.3 5.3 5.4 5.4 5.4 5.4 5.4 5.0 5.3 5.2
5.4 5.3 5.4 5.5 5.5 5.6 5.2 5.0 5.2 5.3
5.3 5.4 5.4 5.5 5.7 5.5 5.2 5.1 5.4 5.3
5.3 5.4 5.4 5.6 5.6 5.4 5.2 5.1 5.3 5.3 5.3
5.4 5.5 5.7 5.5 5.4 5.3 5.1 5.4 5.4
5.4 5.6 5.7 5.4 5.4 5.3 5.1 5.4 5.4
5.4 5.6 5.7 5.7 5.5 5.5 5.3 5.2 5.4 5.4
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U .S
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B Y:
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SU
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SO
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N N
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W
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W
2P
6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
N
C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA -5+00 TO STA 19+50
A1
D R
ED
G
IN
G
P
LA
N
ST
A -5
+0
TO
S
TA
9+
C101
E 5996000
E 5995500
E 5995000
E 5994500
E 5995500
E 5995000
E 5994500
E 5994000
N 2179000
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
N 2178000
N 2179000
N 2178000 N 2178000
N 2178500
N 2177000 N 2177000
A C R O S S T H E F L A T
Light 1 5.4 5.5 5.7 5.5 5.4 5.3 5.1 5.4 5.4
5.4 5.6 5.7 5.4 5.4 5.3 5.1 5.4 5.4
5.4 5.6 5.7 5.7 5.5 5.5 5.3 5.2 5.4 5.4
5.4 5.7 5.6 5.7 5.6 5.6 5.4 5.3 5.5 5.4
5.8 5.7 5.7 5.8 5.7 5.7 5.5 5.5 5.6 5.5
5.8 5.8 5.9 5.9 5.9 5.8 5.7 5.6 5.8 5.7
5.9 6.0 6.1 6.1 6.1 6.0 5.9 5.9 6.0 5.9
6.0 6.3 6.2 6.3 6.3 6.2 6.0 5.9 6.2 6.1
6.3 6.4 6.3 6.4 6.4 6.3 6.1 6.2 6.2 6.0
6.4 6.5 6.5 6.6 6.5 6.4 6.3 6.4 6.3
6.5 6.6 6.7 6.6 6.6 6.4 6.4 6.4 6.3
6.6 6.7 6.8 6.7 6.7 6.6 6.5 6.7 6.5
6.7 6.8 6.8 6.8 6.8 6.7 6.6 6.7 6.5
6.5 6.8 6.8 6.9 6.9 6.8 6.7 6.6 6.8 6.5
6.3 7.0 6.8 7.0 6.9 6.9 6.7 6.6 6.6 6.3
6.5 7.0 6.9 6.9 6.8 6.7 6.6 6.6 6.3
6.4 6.7 7.0 6.9 6.8 6.7 6.7 6.7 6.3
6.1 6.4 6.5 6.9 6.8 6.7 6.7 6.6 6.6 6.2
5.8 6.2 6.3 6.6 6.8 6.6 6.6 6.5 6.5 6.1
5.4 5.8 6.0 6.2 6.6 6.3 6.4 6.2 6.3 5.9
5.0 5.2 5.7 5.9 6.3 6.1 6.0 5.9 6.0 5.5
4.6 4.9 5.4 5.6 6.1 6.0 5.7 5.6 5.8 5.3
4.4 4.6 5.0 5.4 5.9 5.7 5.6 5.6 5.5 5.1
3.9 4.4 4.6 5.2 5.7 5.5 5.6 5.4 5.2 4.7
3.8 4.1 4.6 5.0 5.9 5.5 5.4 5.2 5.0 4.3
4.0 4.6 5.1 5.8 5.5 5.4 5.1 4.8 4.2
4.1 4.6 5.2 5.8 5.5 5.6 5.2 4.8 4.0
4.2 4.5 5.2 5.7 5.6 5.5 5.3 4.8
4.4 4.8 5.3 5.8 5.7 5.6 5.4 4.9
4.4 4.9 5.3 5.9 5.8 5.7 5.4 5.1
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0.0 TO -6.0'
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0.0' TO -8.0'
-8.0' TO -9.0'
BEACON
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SHEET ID
US Army Corps of Engineers
U .S
. A R
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2 43 65 87 109 1211 1413 1615 1817 2019
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N N
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C O
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N O
PR
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C
T N
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A
B
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6C
XX
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C
-1 -2
JU
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F.
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C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 19+50 TO STA 46+50
A1
D R
ED
G
IN
G
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LA
N
ST
A
+5
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6+
C102
REACH 2
STA 57+00 TO STA 118+84
E 5993500
E 5993000
E 5992000
E 5992500
E 5993000
E 5992500
E 5992000
E 5991500
N 2179000
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
N 2179000
N 2179500
N 2180500
N 2180500
N 2179500
N 2179000
N 2178000 N 2178000
N 2178500
A C R O S S T H E F L A T A C R O S S T H E F L A T
Light 3 Light 1
4.1 4.6 5.2 5.8 5.5 5.6 5.2 4.8 4.0
4.2 4.5 5.2 5.7 5.6 5.5 5.3 4.8
4.4 4.8 5.3 5.8 5.7 5.6 5.4 4.9
4.4 4.9 5.3 5.9 5.8 5.7 5.4 5.1
4.2 4.9 5.6 5.9 6.0 5.9 5.6 5.1
4.5 5.2 5.8 6.0 6.0 6.0 5.7 5.3
4.5 5.3 6.0 6.1 6.0 6.0 5.6 5.2 4.5
4.6 5.4 5.9 6.0 5.9 5.9 5.6 5.2 4.3
4.8 5.5 5.9 6.0 5.9 5.9 5.7 5.2 4.3
4.8 5.3 5.8 6.0 5.9 5.9 5.6 5.1 4.4
4.7 5.3 5.8 5.9 6.1 5.9 5.7 5.4 4.5
4.6 5.3 5.8 5.9 5.7 5.8 5.6 5.4 4.5
4.4 5.1 5.9 5.8 5.7 5.7 5.7 5.3
4.3 5.1 5.9 5.8 5.7 5.8 5.5 5.2
4.2 5.1 5.9 5.9 5.9 5.9 5.6 5.2
4.4 5.3 5.9 5.9 5.9 6.0 5.6 5.2
4.4 5.3 5.9 6.0 5.9 6.0 5.6 5.3
4.4 5.4 5.9 5.9 5.9 5.9 5.7 5.3
4.5 5.3 5.9 5.9 6.0 5.9 5.7 5.2 4.3
4.7 5.5 5.9 6.0 5.9 6.0 5.7 5.3 4.2
4.7 5.4 5.9 5.9 6.0 6.0 5.7 5.3 4.3
3.9 4.6 5.3 5.9 6.0 6.0 5.9 5.6 5.4 4.3
4.4 4.6 5.3 6.0 6.1 6.1 5.9 5.6 5.4 4.4
4.7 5.1 5.9 6.0 6.0 5.9 5.6 4.9 4.0
4.4 5.3 5.9 5.9 5.9 5.9 5.5 4.9 4.2
4.4 5.2 5.9 5.9 5.9 5.8 5.6 5.0
4.5 5.2 5.8 5.9 5.9 5.8 5.7 5.1
4.5 5.2 5.8 5.9 5.9 5.7 5.6 5.0
4.7 5.4 5.7 5.8 5.8 5.7 5.5 4.8
4.5 5.4 5.6 5.7 5.7 5.7 5.4 4.8
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B Y:
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: AN
SI
D D
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E
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SU
E D
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SO
LI
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AT
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N N
O
C O
N
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N O
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O
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C
T N
O
A
B
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D
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O U
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E.
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L
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W O
N G
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N
W
2P
6R A0
W
2P
6C
XX
XX
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C
-1 -2
JU
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F.
S U
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C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 46+50 TO STA 73+50
A1
D R
ED
G
IN
G
P
LA
N
ST
A
+5
TO
S
TA
3+
C103
REACH 2
STA 57+00 TO STA 118+84
E 5991000
E 5990500
E 5990000
E 5989500
E 5990500
E 5990000
E 5989500
E 5989000
E 5988500
N 2181500
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
0+
1+
2+
N 2179500
N 2180500
N 2180500
N 2181500
N 2180500
N 2180500
N 2179500
N 2179000
A C R O S S T H E F L A T
Light 5
4.7 5.4 5.7 5.8 5.8 5.7 5.5 4.8
4.5 5.4 5.6 5.7 5.7 5.7 5.4 4.8
4.4 5.3 5.6 5.7 5.7 5.6 5.3 4.8
4.5 5.4 5.6 5.7 5.7 5.6 5.2 4.7 3.8
4.4 5.4 5.6 5.7 5.8 5.6 5.3 4.6 4.1
4.4 5.3 5.5 5.7 5.8 5.6 5.3 4.8
4.4 5.4 5.6 5.6 5.7 5.5 5.2 4.7
4.5 5.0 5.6 5.5 5.7 5.5 5.2 4.7
4.2 5.1 5.5 5.6 5.7 5.5 5.4 4.7
4.2 5.2 5.5 5.7 5.7 5.5 5.3 4.7
4.1 4.8 5.5 5.7 5.7 5.5 5.2 4.7 3.9
4.0 4.8 5.5 5.7 5.6 5.4 5.2 4.8
4.0 4.8 5.5 5.6 5.6 5.4 5.3 4.8
4.0 4.9 5.6 5.6 5.6 5.5 5.3 4.9
3.8 4.6 5.4 5.5 5.5 5.4 5.2 5.0 4.4
3.4 4.5 5.3 5.5 5.3 5.2 4.8 4.3 3.4
3.4 4.6 5.2 5.4 5.3 5.1 4.8 4.2
3.5 4.8 5.2 5.2 5.3 5.1 4.6 3.9
3.2 4.6 5.2 5.2 5.2 5.1 4.5 3.7
3.1 4.4 5.1 5.2 5.1 5.0 4.6 3.8
3.2 4.4 5.1 5.1 5.1 4.9 4.5 3.8
3.4 4.4 5.0 5.1 5.2 4.8 4.4 3.5
3.5 4.4 5.0 5.1 5.2 4.9 4.4 3.6
3.6 4.5 5.0 5.2 5.2 4.9 4.4 3.4
3.5 4.5 5.0 5.3 5.2 5.0 4.5 3.3
3.3 4.7 5.1 5.2 5.1 5.1 4.5 3.2
3.3 4.8 5.0 5.2 5.1 5.1 4.6 3.3
3.3 4.6 5.0 5.3 5.2 5.2 4.4 3.2
3.3 4.7 5.0 5.3 5.3 5.1 4.4 3.1
3.1 4.9 5.1 5.4 5.4 5.1 4.3 3.1
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0.0 TO -6.0'
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US Army Corps of Engineers
U .S
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SU
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: AN
SI
D D
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IS
SU
E D
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SO
LI
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AT
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N N
O
C O
N
TR
AC
T
N O
PR
O
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C
T N
O
A
B
C
D
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F
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O U
LA
S
E.
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O W
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L
L.
K
W O
N G
SO
LI
C
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AT
IO
N
W
2P
6R A0
W
2P
6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
N
C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 73+50 TO STA 101+50
A1
D R
ED
G
IN
G
P
LA
N
ST
A
+5
TO
S
TA
+5
C104
REACH 2
STA 57+00 TO STA 118+84
REACH 3A
STA 118+84 TO STA 153+00
E 5988500
E 5988500 E 5988000
N 2181500
N 2181500
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
130+00
131+00
132+00
N 2180500
N 2181500
N 2181500
N 2182500
E 5988000
E 5987500
E 5987500
E 5987000
E 5987000
E 5986500
E 5986500
E
N 2180500
A C R O S S T H E F L A T S A N R A F A E L C R E E K
Light 7
San Rafael Creek
Range Front LightLight 6
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
E X
3.3 4.6 5.0 5.3 5.2 5.2 4.4 3.2
3.3 4.7 5.0 5.3 5.3 5.1 4.4 3.1
3.1 4.9 5.1 5.4 5.4 5.1 4.3 3.1
3.0 4.6 5.1 5.3 5.3 5.2 4.2 3.3
3.0 4.7 5.2 5.5 5.4 5.2 4.4 3.1
3.1 4.6 5.3 5.5 5.3 5.3 4.5 3.4
3.0 4.6 5.4 5.6 5.5 5.3 4.7 3.8
2.8 4.6 5.5 5.6 5.7 5.5 4.7 4.2
2.8 4.7 5.4 5.7 5.8 5.6 4.7 4.1
3.0 4.8 5.4 5.8 5.9 5.7 4.9 3.9
2.9 4.7 5.6 5.9 6.0 5.9 5.1 4.0
3.1 4.7 5.6 6.1 6.1 5.9 5.2 4.1
3.1 4.7 5.7 6.3 6.3 6.1 5.4 4.2
3.3 5.0 5.7 6.4 6.6 6.3 5.8 4.4
3.3 4.9 6.0 6.6 6.8 6.5 5.9 4.6
3.0 5.0 6.5 6.8 7.0 6.7 6.1 4.7
3.1 4.9 6.2 6.7 6.9 6.9 6.2 4.6
2.8 5.2 6.2 6.7 6.9 6.8 6.4 4.8
2.9 4.5 6.3 6.6 7.0 6.9 6.5 5.3 3.0
2.1 3.8 5.1 6.0 6.9 6.9 6.3 5.1 3.1
3.8 4.8 5.7 6.8 6.8 6.1 4.8 2.9
4.1 5.1 6.6 6.9 6.4 5.1
3.8 5.3 6.5 7.0 6.6
3.3 5.3 6.8 7.1 7.0
3.0 5.2 6.9 7.2 7.3
4.8 5.8 7.1 7.3 7.3
4.1 5.8 6.9 7.1
5.3 6.3 7.0 6.8
4.5 5.9 6.8 7.1 6.6
5.0 6.4 7.3 7.4
5.7 7.1 7.7 6.9
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-8.0 FEET
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0.0 TO -6.0'
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U .S
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C
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C R
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2 43 65 87 109 1211 1413 1615 1817 2019
D
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N
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B
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D R
AW
N
B Y:
C H
EC
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D B
Y:
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BM
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D B
Y:
SI
ZE
: AN
SI
D D
AT
E
IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
PR
O
JE
C
T N
O
A
B
C
D
E
F
G
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L
M
N
P
J.
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O U
LA
S
E.
P
O W
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L
L.
K
W O
N G
SO
LI
C
IT
AT
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N
W
2P
6R A0
W
2P
6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
N
C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 101+50 TO STA 128+50
A1
D R
ED
G
IN
G
P
LA
N
ST
A
1+
T O
S
TA
+5
C105
PG&E OVERHEAD
TRANSMISSION LINES
N 2181500
N 2181500
N 2181500
N 2180500
E
E
121+00
122+00
123+00
124+00
125+00
126+00
127+00
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
REACH 3A
STA 118+84 TO STA 153+00
N 2181500
N 2182500
N 2180500
E
E
E
E
E
E
S A
N R
A F
A E
L C
R E
E K
San Rafael Creek
Range Front Light S A N R A F A E L C R E E K
CANAL ST
CANAL ST
CANAL ST
POINT SAN PEDRO RD
POINT SAN PEDRO RD
SSX
SSX
E
X
E X
E
X
E X
E X
E
X
E X
E
X
E X
E X
E X
E X
E X
E X
E X
EX
EX
EX
EX
EX
EX
EX
3.35.3
3.05.26.97.27.3
4.85.87.17.37.3
4.15.86.97.1
5.36.37.06.8
4.55.96.87.16.6 5.06.47.37.4 5.77.17.76.9 5.77.17.57.1
6.2 7.1 7.4 6.9
5.5 6.8 7.4 7.0 6.6
5.5 6.8 7.3 7.0
5.4 6.7 7.1 7.0
5.4 6.8 7.5 7.0
5.5 6.6 7.0 6.9
5.9 6.2 6.4 6.1
5.1 5.3 6.1 6.9 6.8
4.1 4.0 4.6 5.4 6.3 6.1
5.4 5.4 5.0 5.3 5.9
4.9 5.1 5.2 5.6
4.9 5.15.7 6.16.2
5.35.35.35.9
4.85.45.55.6
5.45.85.45.4
5.65.65.55.7
5.25.25.95.7 5.85.95.75.5
5.24.85.45.86.1
6.06.05.85.65.8
4.65.96.06.06.25.6
6.46.66.56.86.75.5
5.24.95.85.96.3 6.06.36.36.1
REACH 3B
STA 153+00 TO STA 175+00
MATC
H L
IN
E
- S
TA
8+
M
AT
CH
L
IN
E
- S
TA
+5
C:\Users\L3ET9LEK\onedrive - us army corps of engineers\documents\c_working__files\o&m_san_rafael_2026\ San_Rafael_FY26__C101-C108.dwg 08 Jul 2026 - 11:43am
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-6.0 FEET
-7.0 FEET
-8.0 FEET
-9.0 FEET
0.0 TO -6.0'
-6.0' TO -7.0'
0.0' TO -8.0'
-8.0' TO -9.0'
BEACON
M
AR
K
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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C
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SA
N
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R O
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M
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C
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C R
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2 43 65 87 109 1211 1413 1615 1817 2019
D
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B
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D R
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C H
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N N
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XX
XX
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C
-1 -2
JU
LY
F.
S U
N
C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 128+50 TO STA 153+50
A1
D R
ED
G
IN
G
P
LA
N
ST
A
8+
T O
S
TA
+5
C106
SANITATION DISTRICT
SEWER PIPELINES
ELEV. VARIES FROM -50 FT TO -56 FT MLLW
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
SS
X
REACH 4
STA 175+00 TO STA 200+71
NOT IN CONTRACT
N 2181500 N 2181500
N 2180500
N 2181500
E 5983500
N 2181000 N 2181000
E 5983500
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
162+00
163+00
164+00
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
N 2180500
N 2182000
E 5983000
E 5983000
E 5982500
E 5982500
E 5982000
E 5982000
E 5981500
N 2180500
E 5984000
S A
N R
A F
A E
L C
R E
E K
S A
N R
A F
A E
L C
R E
E K
REACH 3B
STA 153+00 TO STA 175+00
CANAL ST
CANAL ST
CANAL ST
CANAL ST
3RD ST
3RD ST
POINT SAN PEDRO RD
POINT SAN PEDRO RD
5.2 4.8 5.4 5.8 6.1
6.0 6.0 5.8 5.6 5.8
4.6 5.9 6.0 6.0 6.2 5.6
6.4 6.6 6.5 6.8 6.7 5.5
5.2 4.9 5.8 5.9 6.3
6.0 6.3 6.3 6.1
5.15.86.26.36.6
4.45.36.06.56.4
5.35.95.85.6
5.55.86.36.3
5.46.06.36.2
5.05.45.96.36.1
5.2 5.7 6.0 6.2 6.2
5.4 5.9 6.3 6.4 6.2
6.4 6.5 6.4 6.3
5.7 6.1 6.2 5.6 5.6
5.9 6.2 6.1 5.8 6.8 6.9
4.55.86.46.65.96.0
4.86.47.26.65.7
6.26.46.76.56.5 6.66.36.86.36.0
5.96.76.36.26.0 6.36.16.46.66.2 6.26.26.36.25.7 6.46.26.66.66.8 5.86.26.86.76.0 6.26.36.96.76.7 5.56.06.87.26.4 5.76.36.66.6 5.66.27.17.2
6.2 6.3 7.2 6.7
5.5 6.6 6.4 6.9 7.1
6.8 6.8 7.0 7.0
5.76.06.6 7.16.6
5.96.46.76.66.5
REACH 3B
STA 153+00 TO STA 175+00
M
ATCH LINE - STA 153+50
M A
TC
H
L
IN
E
- S
TA
+5
C:\Users\L3ET9LEK\onedrive - us army corps of engineers\documents\c_working__files\o&m_san_rafael_2026\ San_Rafael_FY26__C101-C108.dwg 08 Jul 2026 - 11:44am
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LEGEND
-6.0 FEET
-7.0 FEET
-8.0 FEET
-9.0 FEET
0.0 TO -6.0'
-6.0' TO -7.0'
0.0' TO -8.0'
-8.0' TO -9.0'
BEACON
M
AR
K
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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SA
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K
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SS
T
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FL
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FY
M
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2 43 65 87 109 1211 1413 1615 1817 2019
D
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B
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D B
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D B
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SI
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D D
AT
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IS
SU
E D
AT
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SO
LI
C
IT
AT
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N N
O
C O
N
TR
AC
T
N O
PR
O
JE
C
T N
O
A
B
C
D
E
F
G
H
J
K
L
M
N
P
J.
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O U
LA
S
E.
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L
L.
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W O
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SO
LI
C
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AT
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N
W
2P
6R A0
W
2P
6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
N
C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 153+50 TO STA 181+50
A1
D R
ED
G
IN
G
P
LA
N
ST
A
3+
T O
S
TA
+5
C107
REACH 4
STA 175+00 TO STA 200+71
NOT IN CONTRACT
N 2181500
N 2181500
N 2182000
E 5981000
N 2181000
N 2181000
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
N 2182000
E 5980500
E 5980000
E 5979500
E 5979000
E 5981500
E 5981000
E 5980500
E 5980000
E 5979500
N 2180500
S A N R A F A E L C R E E K
6+
7+
8+
9+
0+
0+
G R
A N
D A
V E
2ND ST
3RD ST
3RD ST
3RD ST
G R
A N
D A
V E
3RD ST
3RD ST
1016.2 6.3 7.2 6.7
5.5 6.6 6.4 6.9 7.1
6.8 6.8 7.0 7.0
5.7 6.0 6.6 7.1 6.6
5.9 6.4 6.7 6.6 6.5
6.1 6.3 6.9 6.5 5.9
6.1 6.8 6.5 5.8
5.9 7.1 7.1 6.4
6.5 7.3 7.0 6.0 5.7
5.9 6.8 6.4 6.2
6.2 6.8 7.0 6.3
5.7 6.3 6.5 6.0
5.8 6.5 6.6 6.4
5.7 6.2 6.3 6.2
5.9 6.4 6.5 6.0
4.9 5.1 5.5 5.9 6.0 6.1 5.9
4.5 4.5 4.7 4.6 4.3 4.9 5.5 4.8 5.1 5.9 5.8
4.6 4.2 5.3 5.3 5.4 5.3 5.6 5.4 4.9 5.1 5.3 5.7
5.1 4.9 4.9 4.8 5.1 5.1 5.4 5.9 6.0 6.0 5.5 5.2
4.8 4.7 4.7 4.6 4.7 4.8 5.4 5.2 3.9 3.8 4.1
4.0 3.7 3.5 3.4 2.8 3.3 3.8 5.2
2.2 3.1 4.8 5.8
1.8 2.1 3.7
M A
TC
H
L
IN
E
- S
TA
+5
C:\Users\L3ET9LEK\onedrive - us army corps of engineers\documents\c_working__files\o&m_san_rafael_2026\ San_Rafael_FY26__C101-C108.dwg 08 Jul 2026 - 11:44am
C :\U
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LEGEND
-6.0 FEET
-7.0 FEET
-8.0 FEET
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0.0 TO -6.0'
-6.0' TO -7.0'
0.0' TO -8.0'
-8.0' TO -9.0'
BEACON
M
AR
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SHEET ID
US Army Corps of Engineers
U .S
. A R
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2 43 65 87 109 1211 1413 1615 1817 2019
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6C
XX
XX
SR
C
-1 -2
JU
LY
F.
S U
N
C101 C102
C103 C104
C105 C106 C107 C108
KEY MAP
NOT TO SCALE
100' 200'0SCALE: 1" = 100'
DREDGING PLAN - STA 181+50 TO STA 200+71
A1
D R
ED
G
IN
G
P
LA
N
ST
A
1+
T O
S
TA
+7
C108
| 2026-07-28T16:41:31-0700 | |
| Erika Powell, P.E. |
| 2026-07-29T08:52:22-0700 | |
| Robin K. Inaba |
File details come from the government source that posted it. Updated .