Plans_W912PL25BA010_Pt_Mugu_Revetment_Aug2025.pdf
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- Point Mugu Revetment Repair Project
- Solicitation number
- W912PL25BA010
About this file
These documents are design and engineering drawings for the Central Revetment Repair project at Naval Air Station Point Mugu in Ventura County, California. The project, prepared by the U.S. Army Corps of Engineers Los Angeles District, involves repairing a coastal revetment structure across three distinct repair areas totaling approximately 1.5 miles along the shoreline. The repair scope includes removing and replacing existing materials, installing a new design template with geotextile fabric, and reconstructing the revetment slope with specific elevation requirements ranging from 10.0 to 23.0 feet. The project is scheduled for August 2025, with detailed cross-section drawings showing the proposed reconstruction methodology, including lower slope repairs and transitions into existing structures. The project appears to be a critical infrastructure maintenance effort to protect the naval base's coastal infrastructure from erosion and environmental degradation.
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CENTRAL REVETMENT REPAIR
NAVAL AIR STATION POINT MUGU
NAVAL BASE VENTURA COUNTY
VENTURA COUNTY, CALIFORNIA
W912PL25BA010
AUGUST 2025
LOS ANGELES DISTRICT
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CHIEF
CHIEF
THIS SET.
RECOMMENDATION OF ALL DRAWINGS IN
SIGNATURES INDICATE OFFICIAL
AS REQUIRED BY ER 1110-1-8152.
SCOPE OF THEIR EMPLOYMENT
PROJECT DOCUMENTS WITHIN THE
INDIVIDUALS APPEAR ON THESE
AND REGISTRATION DESIGNATIONS OF
ENGINEERS. THE INITIALS OR SIGNATURES
LOS ANGELES DISTRICT CORPS OF
THIS PROJECT WAS DESIGNED BY THE
DISTRICT ENGINEER
ENGINEERING DIVISION
DESIGN BRANCH
PREPARED UNDER THE DIRECTION OF:
APPROVED BY: DATE:
DATE:SUBMITTED BY:
COLONEL ANDREW J. BAKER
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CROSS SECTIONS - REPAIR AREA 2 AND 3 TYPICAL DETAIL CH-308
CROSS SECTIONS - REPAIR AREA 1 TYPICAL DETAIL CH-307
CROSS SECTIONS - STA. 34+00 TO 35+00CH-306
CROSS SECTIONS - STA. 30+00 TO 33+50CH-305
CROSS SECTIONS - STA. 26+00 TO 29+50CH-304
CROSS SECTIONS - STA. 22+00 TO 25+50CH-303
CROSS SECTIONS - STA. 18+00 TO 21+50CH-302
CROSS SECTIONS - STA. 14+00 TO 17+50CH-301
ELEVATION DETAILS - REPAIR EXTENT TRANSITIONSCH-202
PROFILE ALONG BASELINECH-201
SITE ACCESS AND STAGING AREASCH-102
REPAIR PLAN AND INDEX TO CROSS SECTIONSCH-101
CIVIL
CONDITION SURVEY - DECEMBER 2024V-102
SURVEY CONTROLV-101
SURVEY
VICINITY MAP AND INDEX TO DRAWINGS G-002
COVER SHEETG-001
GENERAL
SHEET TITLESHEET NO
INDEX TO CONTRACT DRAWINGS
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DETAIL/CROSS SECTION TITLE
SCALE:
INDICATOR IS FOUND ON THE SHEET
GRID LOCATION WHERE DETAIL / SECTION
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SHEET WHERE THE DETAIL / SECTION
DETAIL / CROSS SECTION LABEL
TRUE NORTH
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COUNTY MAP OF CALIFORNIA
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VICINITY MAP - NAVAL AIR STATION POINT MUGU
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DETAIL / CROSS SECTION DESCRIPTION
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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ALL DIMENSIONS GIVEN ARE IN U.S. SURVEY FEET UNLESS OTHERWISE 3.
VERTICAL DATUM IS NAVD88.2.
COORDINATES ARE CALIFORNIA LAMBERT ZONE V (NAD 1983).1.
GENERAL NOTES
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ALL DIMENSIONS GIVEN ARE IN U.S. SURVEY FEET UNLESS OTHERWISE 3.
VERTICAL DATUM IS NAVD88.2.
COORDINATES ARE CALIFORNIA LAMBERT ZONE V (NAD 1983).1.
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DESIGN TEMPLATE
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APPROX. LOCATION OF
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ELEVATION ANNOTATIONS ARE NAVD88 UNLESS OTHERWISE INDICATED.1.
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BUILDING 7020
BUILDING 7028
N 1,859,050
E
,2
,2
N 1,859,450
N 1,859,850
E
,2
,6
E
,2
,0
E
,2
,8
E
,2
,2
E
,2
,6
0+00
1+00
2+00
SURFER'S BEACH
REPAIR AREA 1
REPAIR AREA 2
WORK LIMITS
WORK LIMITS
WORK LIMITS
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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IT
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E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
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A
T
IO
N N
O
IS
S
U E
D A
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S I Z
E
M A
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IP
T
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N D
A T
P
L B
A
STAGING AREA AND WORK LIMIT BOUNDARIES SHOWN ARE APPROXIMATE. 1.
GENERAL SHEET NOTES
N
N
0 2000'1000'
100' 200'0
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NAVY TRAINING FACILITES
D
IS
T R
IC
T
F
IL
E N
O
F
IL
E N
A M
E
C -2
N
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
T
IO
N P
O
IN
T M
U G
U
N A
V A
L B
A S
E V
E N
T U
R A
C O
U N
T Y
V E
N T
U R
A C
O U
N T
Y C
A L
IF
O
R N
IA
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
O
J U
P
O F
IL
E
A L
O N
G B
A S
E L
IN
E
CH201
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D
HORIZ. SCALE: 1" = 30'
PROFILE ALONG BASELINE - STA. 13+00 TO 21+50
F1
HORIZ. SCALE: 1" = 30'
PROFILE ALONG BASELINE - STA. 21+50 TO 30+00
20.0 FT DESIGN CREST ELEVATION
23.0 FT DESIGN CREST ELEVATION
PROFILE ALONG BASELINE - STA. 30+00 TO 36+00
HORIZ. SCALE: 1" = 30'
K1
20.0 FT DESIGN CREST ELEVATION
5H:1V TRANSITION
BASE BID PLUS ALL OPTION ITEMS (SEE SHEET CH202)
INTO EXISTING STRUCTURE FOR TRANSITION
FOR BASE BID ONLY (SEE SHEET CH202)
INTO EXISTING STRUCTURE TRANSITION
(SEE SHEET CH202)
BASE BID PLUS REPAIR AREA 2 OPTION ITEMS ONLY
INTO EXISTING STRUCTURE FORTRANSITION
STA 20+00
20.0 FT DESIGN CREST ELEVATION
20.0 FT DESIGN CREST ELEVATION
STA 35+00
STA 25+00
13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30
5 5
15 15
20 20
25 25
30 30
10 10
21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 29+70 30+00
5 5
10 10
15 15
20 20
25 25
30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 33+00 33+30 33+60 33+90 34+20 34+50 34+80 35+10 35+40 35+70 36+00
5 5
10 10
15 15
20 20
25 25
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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D
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B M
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B Y
C H
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K E
D B
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D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 1.
GENERAL SHEET NOTES
REMOVE EXISTING MATERIAL
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
VERT. SCALE: 1" = 5'
30' 60'0
0 5' 10'
VERT. SCALE: 1" = 5'
0 5' 10'
30' 60'0
EXISTING STRUCTURE (SEE SHEET CH202)
MIN. 20 FT TRANSITION INTO
VERT. SCALE: 1" = 5'
0 5' 10'
30' 60'0
V
H
V
H
V
H
REPAIR AREA 1 (BASE BID)
REPAIR AREA 3 (OPTION ITEMS)
REPAIR AREA 2 (OPTION ITEMS)REPAIR AREA 1 (BASE BID)
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
D
IS
T R
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F
IL
E N
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F
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REPAIR AREA 2 (OPTION ITEMS)
C -2
W P
L B
A
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
T
IO
N P
O
IN
T M
U G
U
N A
V A
L B
A S
E V
E N
T U
R A
C O
U N
T Y
V E
N T
U R
A C
O U
N T
Y C
A L
IF
O
R N
IA
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
O
J U
A
T
O
C R
O S
S S
E C
T
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N S
CH301
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D G
E
CROSS SECTION STA. 14+00
HORIZ. SCALE: 1" = 20'
E1
CROSS SECTION STA. 14+50
J1
CROSS SECTION STA. 15+00
A8
CROSS SECTION STA. 15+50
A15
CROSS SECTION STA. 17+00
E8
CROSS SECTION STA. 16+00
J8
CROSS SECTION STA. 16+50
CROSS SECTION STA. 17+50
23.0' EL.
10.0' EL.
14.2' EL.
BASELINE
LOWER SLOPE (SEE NOTE 4)
DESIGN TEMPLATE
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
5 5
10 10
15 15
20 20
25 25
30 30
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
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C T
N O
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IC
IT
A
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N N
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S
U E
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A
REPAIR.
SEE SHEET CH101 FOR APPROX. SECTIONS TO INCLUDE LOWER SLOPE 4.
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 3.
V101.
HORIZONTAL AXES INDICATE DISTANCE FROM BASELINE SHOWN ON SHEET 2.
ALL CROSS SECTIONS ARE SHOWN IN DIRECTION OF INCREASING STATION.1.
GENERAL SHEET NOTES
REMOVE AND STORE EXISTING MATERIAL TO REUSE
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
VERT. SCALE: 1" = 10'
CH101
D19
CH101
D19
CH101
D18
CH101
D18
CH101
D17
CH101
D18
CH101
D17
CH101
E17
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
VERT. SCALE: 1" = 10'
20' 40'0
10' 20'0
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
V
H
H
V
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V
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V
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1V
2H
1.5H
1V
D
IS
T R
IC
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F
IL
E N
O
F
IL
E N
A M
E
C -2
SEAWARD LANDWARD
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
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N P
O
IN
T M
U G
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N A
V A
L B
A S
E V
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C O
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T Y
V E
N T
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A C
O U
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Y C
A L
IF
O
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A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
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W
IL
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H
IR
E B
L V
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N G
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D
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T R
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A
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C R
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S S
E C
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N S
CH302
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D G
E
CROSS SECTION STA. 18+00
CROSS SECTION STA. 19+50
CROSS SECTION STA. 21+00
CROSS SECTION STA. 18+50
CROSS SECTION STA. 21+50
CROSS SECTION STA. 20+50
J8
CROSS SECTION STA. 20+00
HORIZ. SCALE: 1" = 20'
E8
CROSS SECTION STA. 19+00
23.0' EL.
14.2' EL.
20.0' EL.
LOWER SLOPE (SEE NOTE 4)
DESIGN TEMPLATE
BASELINE
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
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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J
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M
N
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S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
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D R
A W
N B
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D E
S
IG
N E
D B
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C O
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C T
N O
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IC
IT
A
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N N
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
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N D
A T
P
L B
A
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 3.
V101.
HORIZONTAL AXES INDICATE DISTANCE FROM BASELINE SHOWN ON SHEET 2.
ALL CROSS SECTIONS ARE SHOWN IN DIRECTION OF INCREASING STATION.1.
GENERAL SHEET NOTES
REMOVE AND STORE EXISTING MATERIAL TO REUSE
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
VERT. SCALE: 1" = 10'
CH101
E16
CH101
E15
CH101
E14
CH101
E16
CH101
E13
E14
CH101
E14
CH101
E15
CH101
20' 40'0
10' 20'0 10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
1V
2H
1.5H
1V
D
IS
T R
IC
T
F
IL
E N
O
F
IL
E N
A M
E
LANDWARDSEAWARD
C -2
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
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N P
O
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T M
U G
U
N A
V A
L B
A S
E V
E N
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R A
C O
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T Y
V E
N T
U R
A C
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A L
IF
O
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A U
G U
S T
L O
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
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D
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T R
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C R
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S S
E C
T
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N S
CH303
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D
CROSS SECTION STA. 23+00
CROSS SECTION STA. 22+50
CROSS SECTION STA. 22+00
CROSS SECTION STA. 23+50
CROSS SECTION STA. 25+00
CROSS SECTION STA. 25+50
CROSS SECTION STA. 24+00
HORIZ. SCALE: 1" = 20'
CROSS SECTION STA. 24+50
20.0' EL.
BASELINE
LOWER SLOPE (SEE NOTE 4)
DESIGN TEMPLATE
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
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
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
P
L B
A
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 3.
V101.
HORIZONTAL AXES INDICATE DISTANCE FROM BASELINE SHOWN ON SHEET 2.
ALL CROSS SECTIONS ARE SHOWN IN DIRECTION OF INCREASING STATION.1.
GENERAL SHEET NOTES
REMOVE AND STORE EXISTING MATERIAL TO REUSE
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
CH101
E12
CH101
E12
VERT. SCALE: 1" = 10'
CH101
E13
CH101
E12
CH101
CH101CH101
CH101
20' 40'0
10' 20'0 10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
V
H
H
V
H
V
H
V
H
V
H
V
H
V
H
V
E11
E11
E10
E10
1.5H
1V 1V
2H
D
IS
T R
IC
T
F
IL
E N
O
F
IL
E N
A M
E
C -2
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
T
IO
N P
O
IN
T M
U G
U
N A
V A
L B
A S
E V
E N
T U
R A
C O
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T Y
V E
N T
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A C
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A L
IF
O
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A U
G U
S T
S A
N G
E L
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C
A L
IF
O
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W
IL
S
H
IR
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L V
D
L O
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E L
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D
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T R
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S S
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N S
CH304
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D
CROSS SECTION STA. 26+50
HORIZ. SCALE: 1" = 20'
CROSS SECTION STA. 28+00
CROSS SECTION STA. 29+50
CROSS SECTION STA. 26+00
A1
HORIZ. SCALE: 1" = 20'
A8
CROSS SECTION STA. 27+50
HORIZ. SCALE: 1" = 20'
A15
CROSS SECTION STA. 29+00
CROSS SECTION STA. 27+00
HORIZ. SCALE: 1" = 20'
J1 J8
CROSS SECTION STA. 28+50
LOWER SLOPE (SEE NOTE 4)
DESIGN TEMPLATE
BASELINE
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
30 30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
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
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
P
L B
A
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 3.
V101.
HORIZONTAL AXES INDICATE DISTANCE FROM BASELINE SHOWN ON SHEET 2.
ALL CROSS SECTIONS ARE SHOWN IN DIRECTION OF INCREASING STATION.1.
GENERAL SHEET NOTES
REMOVE AND STORE EXISTING MATERIAL TO REUSE
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
CH101
E9
CH101
E8
CH101
E7
VERT. SCALE: 1" = 10'
CH101
E9
CH101
E8
CH101
E7
E9
CH101 CH101
E7
20' 40'0
10' 20'0 10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
V
H
H
V
H
V
H
V
H
V
H
V
H
V
H
V
1V
2H
1.5H
1V
D
IS
T R
IC
T
F
IL
E N
O
F
IL
E N
A M
E
SEAWARD LANDWARD
C -2
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
T
IO
N P
O
IN
T M
U G
U
N A
V A
L B
A S
E V
E N
T U
R A
C O
U N
T Y
V E
N T
U R
A C
O U
N T
Y C
A L
IF
O
R N
IA
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
O
J U
A
T O
C R
O S
S S
E C
T
IO
N S
CH305
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D G
E
CROSS SECTION STA. 31+50
CROSS SECTION STA. 32+00
CROSS SECTION STA. 32+50CROSS SECTION STA. 31+00
CROSS SECTION STA. 30+50
HORIZ. SCALE: 1" = 20'
E1
HORIZ. SCALE: 1" = 20'
E8
HORIZ. SCALE: 1" = 20'
E15
CROSS SECTION STA. 33+50
HORIZ. SCALE: 1" = 20'
A1
CROSS SECTION STA. 30+00
HORIZ. SCALE: 1" = 20'
A8
HORIZ. SCALE: 1" = 20'
CROSS SECTION STA. 33+00
BASELINE
LOWER SLOPE (SEE NOTE 4)
DESIGN TEMPLATE
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
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
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
P
L B
A
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 3.
V101.
HORIZONTAL AXES INDICATE DISTANCE FROM BASELINE SHOWN ON SHEET 2.
ALL CROSS SECTIONS ARE SHOWN IN DIRECTION OF INCREASING STATION.1.
GENERAL SHEET NOTES
REMOVE AND STORE EXISTING MATERIAL TO REUSE
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
10' 20'0
20' 40'0
10' 20'0
20' 40'0
10' 20'0
20' 40'0
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'VERT. SCALE: 1" = 10'
VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10'VERT. SCALE: 1" = 10'
10' 20'0 10' 20'0 10' 20'0
20' 40'020' 40'020' 40'0
E5
CH101 CH101
E4
VERT. SCALE: 1" = 10'
VERT. SCALE: 1" = 10'
CH101
E6
CH101
E4
CH101
E3
CH101
E6
CH101
E5
CH101
E4
V
H H
V
V
H
V
H
V
H
V
H
V
H
V
H
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
2H 1.5H
1V
D
IS
T R
IC
T
F
IL
E N
O
F
IL
E N
A M
E
LANDWARDSEAWARD
C -2
S
N T
R A
L R
E V
E T
M E
N T
R E
P A
IR
N A
V A
L A
IR
S
T A
T
IO
N P
O
IN
T M
U G
U
N A
V A
L B
A S
E V
E N
T U
R A
C O
U N
T Y
V E
N T
U R
A C
O U
N T
Y C
A L
IF
O
R N
IA
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
O
J U
A
T O
C R
O S
S S
E C
T
IO
N S
CH306
C
L O
D G
E
M
W E
S L
C
H
.d
L O
D G
E
CROSS SECTION STA. 34+00 CROSS SECTION STA. 34+50
CROSS SECTION STA. 35+00
E15
HORIZ. SCALE: 1" = 20'
HORIZ. SCALE: 1" = 20'
A15
LOWER SLOPE (SEE NOTE 4)
DESIGN TEMPLATE
BASELINE
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
25 25
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
-5 -5
0 0
5 5
10 10
15 15
20 20
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
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
P
L B
A
ONLY AT THE TIME OF SURVEY, 16-18 DECEMBER 2024.
TOPOGRAPHIC SURVEY ELEVATIONS INDICATE THE GENERAL CONDITIONS 3.
V101.
HORIZONTAL AXES INDICATE DISTANCE FROM BASELINE SHOWN ON SHEET 2.
ALL CROSS SECTIONS ARE SHOWN IN DIRECTION OF INCREASING STATION.1.
GENERAL SHEET NOTES
REMOVE AND STORE EXISTING MATERIAL TO REUSE
DESIGN TEMPLATE
TOPOGRAPHIC SURVEY - DECEMBER 2024
LEGEND
10' 20'0
20' 40'0
10' 20'0
20' 40'0
VERT. SCALE: 1" = 10'VERT. SCALE: 1" = 10'
10' 20'0
20' 40'0
CH101
E2
VERT. SCALE: 1" = 10'
CH101
E2
CH101
E3
V
H
H
V
H
V
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1V
2H
1.5H
1V
D
IS
T R
IC
T
F
IL
E N
O
F
IL
E N
A M
E
C -2
| 568200_G-001 |
| 568200_G-002 |
| 568200_V101 |
| 568200_V102 |
| 568200_CH101 |
| 568200_CH102 |
| 568200_CH201 |
| 568200_CH202 |
| 568200_CH301 |
| 568200_CH302 |
| 568200_CH303 |
| 568200_CH304 |
| 568200_CH305 |
| 568200_CH306 |
| 568200_CH305 |
| 568200_CH308 |
| 2025-07-23T14:43:02-0700 | |
| UNDERWOOD.PAUL.W.JR.1231912998 |
| 2025-07-23T13:26:56-0700 | |
| OJURI.OLUFUNKE.A.1232085998 |
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