Plans_W912PL-19-B-0006.pdf
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A P P
R O
X . 5
APPROX. 240'
APPROX 1000
500'
-1 1.
3'
-1 2.
8'
-1 4.
7'
-1 7.
7'
-1 9.
7'
-2 0.
5'
-2 1.
2'
-2 1.
7'
-2 1.
9'
-2 2.
4'
-2 3.
0'
-2 3.
5'
-2 4.
0'
-2 4.
3'
-2 4.
4'
-2 4.
9'
-2 5.
6'
-2 5.
8'
-2 6.
0'
-2 6.
4'
-1 1.
2'
-1 2.
6'
-1 4.
3'
-1 6.
6'
-1 9.
2'
-2 0.
2'
-2 0.
9'
-2 1.
3'
-2 1.
6'
-2 2.
2'
-2 2.
7'
-2 3.
3'
-2 3.
8'
-2 4.
0'
-2 4.
3'
-2 4.
5'
-2 4.
8'
-2 5.
1'
-2 5.
3'
-2 5.
9'
-1 0.
7'
-1 2.
2'
-1 3.
7'
-1 5.
5'
-1 8.
5'
-1 9.
8'
-2 0.
4'
-2 0.
9'
-2 1.
4'
-2 1.
9'
-2 2.
5'
-2 3.
1'
-2 3.
4'
-2 3.
6'
-2 3.
8'
-2 3.
7'
-2 3.
9'
-2 4.
2'
-2 4.
6'
-2 5.
1'
-1 2.
0'
-1 3.
2'
-1 4.
8'
-1 7.
3'
-1 9.
1'
-1 9.
8'
-2 0.
3'
-2 0.
9'
-2 1.
5'
-2 2.
3'
-2 3.
1'
-2 3.
4'
-2 3.
2'
-2 3.
1'
-2 3.
0'
-2 3.
3'
-2 3.
3'
-2 4.
0'
-2 4.
6'
-1 1.
7'
-1 2.
6'
-1 4.
2'
-1 5.
4'
-1 8.
1'
-1 9.
3'
-1 9.
9'
-2 0.
6'
-2 1.
3'
-2 2.
1'
-2 2.
9'
-2 3.
3'
-2 2.
9'
-2 2.
7'
-2 2.
6'
-2 2.
6'
-2 3.
2'
-2 3.
7'
-2 4.
1'
-1 0.
8'
-1 2.
2'
-1 3.
7'
-1 5.
5'
-1 7.
5'
-1 9.
1'
-1 9.
8'
-2 0.
3'
-2 1.
0'
-2 1.
7'
-2 2.
2'
-2 2.
5'
-2 3.
2'
-2 3.
2'
-2 2.
5'
-2 2.
4'
-2 2.
8'
-2 3.
3'
-2 3.
6'
-1 0.
2'
-1 1.
6'
-1 2.
5'
-1 5.
0'
-1 7.
1'
-1 8.
7'
-1 9.
4'
-1 9.
9'
-2 0.
8'
-2 1.
6'
-2 2.
3'
-2 3.
1'
-2 3.
6'
-2 3.
3'
-2 2.
6'
-2 2.
2'
-2 2.
4'
-2 2.
9'
-2 3.
1'
-1 1.
0'
-1 2.
1'
-1 4.
6'
-1 6.
8'
-1 8.
4'
-1 9.
2'
-1 9.
9'
-2 1.
3'
-2 2.
5'
-2 3.
2'
-2 3.
5'
-2 3.
7'
-2 3.
5'
-2 3.
2'
-2 2.
7'
-2 2.
5'
-2 2.
6'
-2 2.
7'
-1 0.
5'
-1 1.
5'
-1 3.
2'
-1 6.
0'
-1 7.
9'
-1 9.
2'
-1 9.
9'
-2 1.
3'
-2 2.
8'
-2 3.
5'
-2 3.
6'
-2 3.
6'
-2 3.
5'
-2 3.
6'
-2 3.
1'
-2 2.
4'
-2 2.
2'
-2 2.
4'
-9 .9
-1 1.
1'
-1 2.
7'
-1 5.
0'
-1 7.
2'
-1 8.
5'
-1 9.
4'
-2 1.
0'
-2 2.
9'
-2 3.
5'
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5'
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5'
-2 3.
4'
-2 3.
5'
-2 3.
0'
-2 2.
1'
-2 1.
9'
-2 2.
1'
-1 0.
7'
-1 2.
0'
-1 3.
8'
-1 6.
1'
-1 8.
2'
-1 9.
0'
-2 0.
4'
-2 2.
3'
-2 3.
2'
-2 3.
4'
-2 3.
4'
-2 3.
3'
-2 3.
2'
-2 2.
8'
-2 2.
2'
-2 1.
8'
-2 2.
1'
-1 0.
4'
-1 1.
7'
-1 2.
7'
-1 5.
0'
-1 7.
3'
-1 8.
6'
-1 9.
9'
-2 1.
9'
-2 3.
0'
-2 3.
2'
-2 3.
2'
-2 2.
9'
-2 2.
8'
-2 2.
7'
-2 2.
5'
-2 2.
0'
-2 1.
9'
-9 .5
-1 1.
6'
-1 2.
6'
-1 4.
0'
-1 6.
0'
-1 8.
1'
-1 9.
8'
-2 1.
7'
-2 2.
9'
-2 3.
1'
-2 3.
1'
-2 2.
8'
-2 2.
9'
-2 3.
0'
-2 3.
2'
-2 2.
6'
-2 2.
0'
-1 1.
5'
-1 2.
5'
-1 3.
7'
-1 5.
1'
-1 7.
4'
-1 9.
6'
-2 1.
9'
-2 2.
9'
-2 3.
0'
-2 3.
1'
-2 3.
0'
-2 3.
1'
-2 3.
3'
-2 3.
5'
-2 3.
2'
-2 2.
1'
-1 1.
4'
-1 2.
6'
-1 3.
4'
-1 4.
4'
-1 6.
4'
-1 9.
8'
-2 1.
9'
-2 2.
7'
-2 3.
1'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
2'
-2 3.
5'
-2 3.
3'
-2 2.
4'
-1 2.
5'
-1 3.
4'
-1 4.
1'
-1 5.
7'
-1 9.
7'
-2 1.
7'
-2 2.
6'
-2 3.
2'
-2 3.
4'
-2 3.
3'
-2 3.
3'
-2 3.
2'
-2 3.
4'
-2 3.
2'
-2 2.
5'
-9 .5
-1 3.
4'
-1 4.
0'
-1 5.
1'
-1 8.
4'
-2 1.
2'
-2 2.
3'
-2 3.
0'
-2 3.
2'
-2 3.
1'
-2 3.
0'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
7'
-1 2.
9'
-1 3.
6'
-1 4.
4'
-1 5.
8'
-2 0.
1'
-2 1.
3'
-2 2.
2'
-2 2.
6'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
8'
-2 2.
9'
-8 .7
-1 2.
9'
-1 3.
9'
-1 4.
7'
-1 6.
8'
-2 0.
4'
-2 1.
5'
-2 2.
2'
-2 2.
5'
-2 2.
7'
-2 2.
7'
-2 2.
8'
-2 3.
0'
-2 3.
0'
-1 1.
3'
-1 3.
4'
-1 4.
1'
-1 5.
2'
-1 8.
2'
-2 0.
9'
-2 2.
0'
-2 2.
6'
-2 2.
9'
-2 2.
9'
-2 2.
9'
-2 3.
0'
-2 3.
0'
-1 2.
3'
-1 3.
5'
-1 4.
8'
-1 6.
0'
-1 9.
1'
-2 1.
1'
-2 2.
3'
-2 2.
8'
-2 3.
0'
-2 3.
0'
-2 3.
1'
-2 3.
3'
-1 3.
0'
-1 4.
3'
-1 5.
3'
-1 6.
7'
-2 0.
1'
-2 1.
7'
-2 2.
7'
-2 3.
0'
-2 3.
3'
-2 3.
5'
-2 3.
6'
-8 .0
-1 3.
6'
-1 4.
9'
-1 5.
6'
-1 7.
7'
-2 0.
9'
-2 2.
2'
-2 2.
9'
-2 3.
3'
-2 3.
5'
-2 3.
6'
-9 .1
-1 4.
2'
-1 5.
1'
-1 6.
1'
-1 7.
8'
-2 1.
0'
-2 2.
3'
-2 2.
9'
-2 3.
2'
-2 3.
5'
-1 2.
3'
-1 4.
7'
-1 5.
5'
-1 6.
4'
-1 8.
3'
-2 1.
7'
-2 2.
6'
-2 3.
1'
-2 3.
4'
-1 3.
6'
-1 4.
9'
-1 5.
7'
-1 6.
5'
-1 8.
0'
-2 0.
9'
-2 2.
1'
-2 2.
8'
-1 3.
0'
-1 5.
2'
-1 5.
7'
-1 6.
3'
-1 7.
6'
-1 9.
4'
-2 1.
2'
-1 3.
6'
-1 5.
1'
-1 5.
6'
-1 6.
3'
-1 7.
8'
-1 9.
4'
-1 1.
1'
-1 4.
8'
-1 5.
4'
-1 7.
1'
-1 7.
9'
-1 1.
0'
-1 3.
7'
-1 6.
1'
-1 6.
9'
-7 .2
-1 3.
3'
-1 5.
7'
-1 1.
3'
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SHEET ID
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US Army Corps
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-B -0
A U
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NORTH JETTY
MIDDLE JE
TTY
WEIR
PARKING LOT
SOUTH JETTY
QUIVIRA WAY
M A
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S B
A S
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W A T E R
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CAPISTRANO PL.
ASBURY
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B A
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S
ID
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N
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AN
D W
AY
S T
R A
N D W
A Y
WEST MISSION BAY DR.
QUIVIRA RD.
NORTH JETTY RD.
S T
A . 0
M B
N J -B
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MISSION
POINT
H O
S P
IT
A L
IT
Y
O
IN
T
Q U
IV
IR
O
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T
S T
A . 0
M B
M J -B
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M B
M J -E
N D
S T
A . 5
M B
N J -E
N D
O C
E A
N F
R O
N T
W A
LK
TOE LOCATION
APPROXIMATE
AREA
WATER ACCESS
CONTRACTOR'S
HIGH WATERLINE
APPROXIMATE
HIGH WATERLINE
APPROXIMATE
3 1967MS 101
MB TIDE
WATER ACCESS)
AND STORAGE AREA (NO
CONTRACTOR'S STAGING
BASE BID ITEMS
HEAD SECTION,
NORTH JETTY
OPTION 1 ITEMS
ROOT SECTION,
NORTH JETTY
VESSEL
SUBMERGED
PROTECT IN PLACE
EXISTING STRUCTURE,
SENSITIVE
ENVIRONMENTALLY
TERN AREA,
CALIFORNIA LEAST
OCEAN BEACH
SENSITIVE AREA
ENVIRONMENTALLY
OPTION 2 ITEMS
TRUNK SECTION,
MIDDLE JETTY
PROTECT IN PLACE
C.I. SEWER,
EXISTING 12 INCH
SAN DIEGO RIVER
ENVIRONMENTALLY SENSITIVE
AREA
-2
-2
-20
-2
-20
-20 -20
-20 -20 -20
-2
-20
-20
-2
-20
-2
-2
-1
-15
-15
-1
-15
-15
-15
-15
-15
-15 -15
-15
-15
-15 -15
-15
-15
-10
-10
-10
-10
-1
-1
-10
-10
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:41:35 PM 8/6/2019
...\FY19 Structure Repairs_112818\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112818_G-002.dgn
-0
S U
R V
E Y C
O N
T R
O L
G -0
.d g n
G-002
D3
SITE PLAN
SCALE: 1" = 500' 0 500' 1000'
A2 100' 200'0
CONTRACTOR'S STAGING AND STORAGE AREA AND WATER ACCESS
SCALE: 1" = 100'
R
R
IA
C H
M
W E
L S
E Y
M
W E
S L E
Y
S
IT
E O
V E
R V
IE
W
IN
D
E X T
O D
R A
W
IN
G S
NORTH
NORTH
C
H A
Y W
A R
D
HABITAT AREA.
TERN AREA. KEEP NOISE TO A MINIMUM WHEN TRANSITING NEAR THE
NO CONTRACTOR PERSONNEL ALLOWED WITHIN THE CALIFORNIA LEAST 10.
CONTRACTOR'S MOORING AREA WITHIN MARINERS BASIN.9.
SOUNDINGS BASED ON A 25 FT. GRID.8.
SEPTEMBER 2018.
INDICATE THE GENERAL CONDITIONS AT THE TIME OF SURVEY, 17 - 21
SOUNDINGS AND ELEVATIONS ARE FOR INFORMATION PURPOSES ONLY AND 7.
SURVEY CONTROL POINT ID. E 264 ATSFRR IS NOT SHOWN.6.
CURRENT REPAIR AREAS AND ALONG HAUL ROUTE.
PROTECT IN PLACE ALL EXISTING STRUCTURES AND FEATURES NOT IN 5.
LOCATION OF ROADS, STRUCTURES AND FEATURES ARE APPROXIMATE.4.
ALL UNITS IN U.S. SURVEY FEET.3.
2001. BASED ON MONUMENT E 264 ATSFRR (PID DC1047).
ESTABLISHED FROM NOAA STATION 9410230; LA JOLLA, CA, EPOCH 1983 -
ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW, ELE = 0.0 FT.). 2.
2004.0.
COORDINATES ARE CALIFORNIA STATE PLANE ZONE VI, NAD 1983, EPOCH 1.
GENERAL NOTES
EXISTING ARMOR STONE
NEW ARMOR STONE
SUBMERGED OBSTRUCTION
HORIZONTAL / VERTICAL CONTROL
PRIVATE MARINA
STAGING AND STORAGE AREA
REPAIR AREA UNDER THIS CONTRACT
LEGEND
QUIVIRA WAY
PATH
Q U
IV
IR
A C
T
OF SLOPE
CHANNEL TOE
NAVIGATION
ENVIRONMENTALLY
SENSITIVE
AREA
SAN DIEGO RIVER
ENVIRONMENTALLY SENSITIVE
AREA
HAUL ROUTE
HAUL ROUTE
HAUL ROUTE
APPROX. 400'
20'170'20'
WORK AREA LIMITS
20'20'
20'
-2 7.3
-2 7.5
-2 7.6
-2 7.7
-2 7.8
-2 7.8
-2 7.9
-2 8.0
-2 6.7
-2 6.7
-2 6.8
-2 6.9
-2 7.0
-2 7.1
-2 7.2
-2 7.1
-2 7.3
-2 7.4
-2 7.4
-2 7.5
-2 7.7
-2 7.8
-2 7.9
-2 6.6
-2 6.4
-2 6.2
-2 6.2
-2 6.1
-2 6.2
-2 6.2
-2 6.3
-2 6.4
-2 6.6
-2 6.7
-2 6.8
-2 6.9
-2 6.9
-2 7.0
-2 7.0
-2 7.0
-2 7.2
-2 7.3
-2 7.3
-2 7.4
-2 7.5
-2 7.7
-2 7.8
-2 8.2
-2 8.0
-2 7.8
-2 7.4
-2 7.0
-2 6.8
-2 6.5
-2 6.2
-2 5.9
-2 5.8
-2 5.7
-2 5.7
-2 5.8
-2 5.9
-2 6.1
-2 6.2
-2 6.4
-2 6.6
-2 6.7
-2 6.8
-2 6.9
-2 6.8
-2 6.8
-2 6.9
-2 7.0
-2 7.1
-2 7.2
-2 7.3
-2 7.4
-2 7.6
-2 7.6
-2 9.2
-2 9.0
-2 9.0
-2 8.9
-2 8.7
-2 8.5
-2 8.2
-2 8.0
-2 7.7
-2 7.5
-2 7.1
-2 6.8
-2 6.5
-2 6.2
-2 5.9
-2 5.6
-2 5.5
-2 5.4
-2 5.5
-2 5.5
-2 5.6
-2 5.8
-2 6.0
-2 6.2
-2 6.4
-2 6.6
-2 6.7
-2 6.8
-2 6.8
-2 6.7
-2 6.9
-2 7.0
-2 6.9
-2 7.1
-2 7.2
-2 7.3
-2 7.4
-2 7.5
-2 9.1
-2 9.0
-2 8.8
-2 8.7
-2 8.5
-2 8.3
-2 8.1
-2 7.8
-2 7.5
-2 7.4
-2 7.0
-2 6.5
-2 6.2
-2 5.9
-2 5.6
-2 5.3
-2 5.2
-2 5.1
-2 5.1
-2 5.2
-2 5.3
-2 5.5
-2 5.8
-2 6.0
-2 6.3
-2 6.5
-2 6.7
-2 6.8
-2 6.7
-2 6.6
-2 6.8
-2 6.9
-2 7.0
-2 7.0
-2 7.1
-2 7.2
-2 7.4
-2 7.4
-2 8.9
-2 8.8
-2 8.7
-2 8.6
-2 8.3
-2 8.1
-2 7.9
-2 7.6
-2 7.3
-2 7.1
-2 6.7
-2 6.4
-2 6.0
-2 5.6
-2 5.2
-2 4.9
-2 4.7
-2 5.0
-2 5.5
-2 5.7
-2 5.9
-2 5.5
-2 5.7
-2 5.9
-2 6.2
-2 6.5
-2 6.7
-2 6.8
-2 6.6
-2 6.6
-2 6.7
-2 6.9
-2 6.9
-2 7.0
-2 7.1
-2 7.2
-2 7.3
-2 7.3
-2 8.8
-2 8.6
-2 8.5
-2 8.3
-2 8.2
-2 8.0
-2 7.7
-2 7.5
-2 7.2
-2 6.9
-2 6.6
-2 6.2
-2 5.9
-2 5.3
-2 5.0
-2 5.1
-2 5.7
-2 5.4
-2 2.5
-2 2.8
-2 0.3
-2 3.7
-2 6.2
-2 6.6
-2 6.2
-2 6.6
-2 6.7
-2 6.9
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-2 7.1
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-2 7.8
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-1 9.8
-1 9.0
-1 8.5
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-2 7.0
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-2 7.2
-2 7.3
-2 7.2
-2 7.2
-2 7.1
-2 7.1
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-2 8.3
-2 8.2
-2 8.2
-2 8.0
-2 7.7
-2 7.4
-2 7.2
-2 7.0
-2 6.8
-2 6.6
-2 6.5
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-2 3.1
-1 9.3
-1 5.7
-1 7.6
-1 5.2
-1 1.6
-1 2.5
-1 6.4
-1 5.0
-1 8.1
-1 9.2
-2 0.8
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-2 7.6
-2 7.5
-2 7.4
-2 7.4
-2 7.2
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-2 7.0
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-2 8.2
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-2 7.9
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-1 2.3
-1 2.6
-1 2.1
-1 4.9
-1 4.6
-1 6.8
-1 6.8
-1 6.8
-2 0.9
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-2 8.1
-2 7.7
-2 7.5
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-2 6.9
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-2 7.7
-2 7.6
-2 7.4
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-2 7.1
-2 7.9
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-1 9.6
-1 8.1
-1 1.7
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-1 4.0
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-1 7.7
-2 4.2
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-2 8.8
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-2 7.4
-2 7.1
-2 6.9
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-2 6.7
-2 7.9
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-2 7.7
-2 7.6
-2 7.5
-2 7.4
-2 7.6
-2 8.1
-2 7.6
-2 3.4
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-1 6.3
-1 1.7
-1 3.7
-1 4.9
-1 3.6
-1 8.9
-2 2.4
-2 4.3
-2 9.3
-2 8.8
-2 8.1
-2 7.4
-2 7.1
-2 6.8
-2 6.7
-2 6.6
-2 6.6
-2 7.7
-2 7.6
-2 7.5
-2 7.3
-2 7.3
-2 7.4
-2 7.8
-2 8.3
-2 8.2
-2 0.4
-1 7.2
-1 4.0
-7 .1'
-1 3.7
-1 2.9
-1 9.1
-1 7.7
-2 5.2
-2 9.3
-2 9.5
-2 8.6
-2 7.6
-2 7.1
-2 6.7
-2 6.6
-2 6.4
-2 6.4
-2 7.5
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-2 7.2
-2 7.1
-2 7.2
-2 7.2
-2 7.6
-2 8.0
-2 7.1
-2 0.8
-1 1.8
-9 .6'
-6 .1'
-1 2.4
-1 2.5
-1 5.2
-2 0.6
-2 1.9
-2 7.9
-3 0.4
-2 8.8
-2 7.8
-2 7.2
-2 6.8
-2 6.4
-2 6.2
-2 6.2
-2 7.3
-2 7.1
-2 7.1
-2 6.9
-2 6.9
-2 6.8
-2 7.0
-2 7.2
-2 6.6
-1 8.8
-1 3.2
-1 1.5
-8 .7'
-1 0.5
-1 3.8
-1 4.8
-2 0.0
-2 2.2
-2 9.1
-2 9.5
-2 8.8
-2 7.9
-2 7.1
-2 6.1
-2 5.8
-2 5.7
-2 5.9
-2 7.0
-2 6.9
-2 6.7
-2 6.6
-2 6.5
-2 6.6
-2 6.9
-2 6.2
-1 6.7
-1 4.5
-1 1.0
-9 .5'
-1 1.7
-1 0.7
-1 1.8
-1 6.5
-1 5.6
-2 8.6
-2 9.2
-2 8.8
-2 7.6
-2 6.2
-2 5.6
-2 5.6
-2 5.8
-2 5.8
-2 6.7
-2 6.6
-2 6.5
-2 6.4
-2 6.4
-2 6.3
-2 6.3
-2 5.7
-1 6.1
-1 1.4
-9 .7'
-1 2.2
-1 2.3
-1 1.8
-1 3.4
-1 7.5
-2 7.6
-2 9.2
-2 8.9
-2 7.6
-2 6.4
-2 6.7
-2 5.7
-2 5.6
-2 5.6
-2 6.5
-2 6.4
-2 6.3
-2 6.1
-2 6.1
-2 6.1
-2 6.2
-2 1.9
-1 8.1
-1 1.7
-1 1.9
-1 0.2
-7 .9'
-1 2.1
-9 .9'
-1 5.0
-2 3.1
-2 2.8
-2 5.0
-2 7.4
-2 6.6
-2 6.6
-2 6.2
-2 6.0
-2 5.6
-2 5.4
-2 6.4
-2 6.2
-2 6.1
-2 5.9
-2 5.8
-2 5.9
-2 5.9
-2 3.1
-1 3.7
-1 2.5
-1 0.4
-7 .3'
-8 .6'
-1 0.1
-1 3.2
-1 6.2
-2 2.3
-2 2.3
-2 7.4
-2 6.8
-2 6.3
-2 6.4
-2 6.2
-2 5.9
-2 5.4
-2 5.2
-2 6.1
-2 6.0
-2 5.8
-2 5.7
-2 5.7
-2 5.7
-2 5.8
-1 8.9
-1 4.0
-1 3.5
-1 0.1
-8 .8'
-8 .0'
-9 .9'
-1 3.6
-1 7.4
-2 0.0
-2 4.8
-2 6.9
-2 6.4
-2 6.0
-2 6.6
-2 6.8
-2 5.8
-2 5.2
-2 5.0
-2 5.8
-2 5.7
-2 5.6
-2 5.5
-2 5.5
-2 5.5
-2 5.5
-2 0.8
-1 4.6
-1 2.6
-9 .3'
-5 .9'
-9 .6'
-1 0.9
-9 .5'
-1 1.4
-2 1.4
-2 6.0
-2 6.4
-2 6.6
-2 6.1
-2 6.4
-2 7.3
-2 5.5
-2 4.9
-2 4.8
-2 5.7
-2 5.5
-2 5.3
-2 5.3
-2 5.3
-2 5.5
-2 6.2
-1 9.3
-1 5.1
-1 2.2
-9 .9'
-8 .8'
-1 0.0
-9 .1'
-8 .9'
-1 4.3
-2 1.7
-2 5.5
-2 6.1
-2 6.5
-2 6.0
-2 5.7
-2 5.6
-2 5.0
-2 4.7
-2 4.6
-2 5.4
-2 5.3
-2 5.2
-2 5.2
-2 5.5
-2 6.1
-1 8.2
-1 2.9
-1 0.9
-1 0.6
-1 0.7
-9 .4'
-7 .3'
-1 2.9
-2 1.4
-2 4.2
-2 6.0
-2 6.4
-2 5.8
-2 5.2
-2 4.9
-2 4.7
-2 4.5
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-2 5.3
-2 5.2
-2 5.1
-2 5.2
-2 5.4
-2 5.9
-2 1.0
-1 1.9
-7 .7'
-7 .7'
-1 2.0
-1 6.2
-1 7.8
-2 1.1
-2 5.9
-2 6.1
-2 5.5
-2 4.9
-2 4.6
-2 4.4
-2 4.3
-2 4.3
-2 5.2
-2 5.2
-2 5.2
-2 5.5
-2 5.7
-2 0.5
-1 7.0
-1 1.9
-8 .4'
-9 .9'
-1 0.5
-1 9.6
-2 3.6
-2 5.2
-2 5.8
-2 5.3
-2 4.6
-2 4.4
-2 4.2
-2 4.1
-2 4.1
-2 4.1
-2 5.1
-2 5.1
-2 5.3
-2 5.9
-2 4.2
-2 5.1
-1 7.2
-1 0.5
-7 .4'
-5 .7'
-1 2.5
-2 0.7
-2 3.7
-2 4.7
-2 5.6
-2 5.0
-2 4.4
-2 4.1
-2 3.9
-2 3.9
-2 3.9
-2 3.9
-2 5.0
-2 5.0
-2 5.3
-2 5.7
-2 6.4
-2 2.8
-1 6.4
-8 .8'
-8 .2'
-7 .2'
-1 3.9
-1 8.8
-2 3.7
-2 5.0
-2 5.4
-2 4.6
-2 4.2
-2 3.9
-2 3.7
-2 3.6
-2 3.6
-2 3.7
-2 4.9
-2 4.9
-2 5.1
-2 5.2
-2 5.8
-2 5.1
-1 6.5
-6 .2'
-8 .9'
-8 .1'
-1 2.9
-1 6.3
-2 1.1
-2 4.9
-2 4.4
-2 4.1
-2 3.9
-2 3.6
-2 3.4
-2 3.3
-2 3.4
-2 3.4
-2 4.7
-2 4.8
-2 4.8
-2 4.9
-2 5.1
-2 3.8
-1 4.6
-9 .2'
-6 .1'
-1 2.0
-1 2.1
-1 6.1
-1 9.1
-2 4.7
-2 4.5
-2 3.8
-2 3.6
-2 3.3
-2 3.1
-2 3.0
-2 3.1
-2 3.1
-2 4.6
-2 4.6
-2 4.6
-2 4.6
-2 4.9
-2 4.5
-1 0.2
-1 0.6
-7 .7'
-9 .4'
-8 .4'
-1 0.4
-2 3.2
-2 4.6
-2 4.4
-2 3.6
-2 3.1
-2 2.8
-2 2.7
-2 2.8
-2 2.8
-2 2.9
-2 4.3
-2 4.3
-2 4.6
-2 5.1
-2 3.6
-2 0.5
-9 .3'
-7 .4'
-7 .6'
-1 3.5
-1 8.4
-2 4.3
-2 4.2
-2 3.1
-2 2.7
-2 2.5
-2 2.4
-2 2.4
-2 2.5
-2 2.5
-2 4.1
-2 4.2
-2 4.5
-2 5.2
-1 8.4
-1 8.2
-1 2.6
-9 .0'
-7 .6'
-1 1.2
-2 4.0
-2 3.8
-2 3.3
-2 2.6
-2 2.3
-2 2.1
-2 2.0
-2 2.2
-2 2.2
-2 2.3
-2 3.7
-2 3.7
-2 3.9
-2 4.4
-2 1.8
-1 7.2
-1 2.8
-7 .8'
-1 0.2
-1 5.4
-2 1.1
-2 3.0
-2 3.3
-2 2.3
-2 1.9
-2 1.7
-2 1.7
-2 1.9
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-2 2.2
-2 3.4
-2 3.5
-2 3.6
-2 4.3
-2 1.1
-1 4.6
-1 2.2
-8 .8'
-7 .5'
-1 0.5
-1 8.2
-1 9.4
-2 2.6
-2 2.7
-2 2.0
-2 1.5
-2 1.4
-2 1.3
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-2 1.7
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-2 2.0
-2 3.1
-2 3.0
-2 3.4
-2 3.4
-2 2.2
-1 5.1
-1 1.2
-8 .2'
-6 .7'
-1 0.0
-8 .4'
-2 0.1
-2 2.2
-2 2.2
-2 1.6
-2 1.2
-2 1.1
-2 1.1
-2 1.2
-2 1.4
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-2 1.8
-2 2.6
-2 2.6
-2 2.9
-2 3.6
-1 9.9
-1 2.8
-1 0.3
-6 .9'
-5 .6'
-8 .7'
-1 0.9
-1 5.9
-2 1.6
-2 1.9
-2 1.6
-2 1.1
-2 0.9
-2 0.7
-2 0.7
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-2 1.1
-2 1.3
-2 1.5
-2 2.3
-2 2.1
-2 2.2
-2 2.0
-2 1.6
-1 6.5
-9 .5'
-8 .0'
-5 .7'
-6 .1'
-6 .5'
-1 0.7
-1 4.2
-1 9.2
-2 1.4
-2 1.0
-2 0.6
-2 0.5
-2 0.4
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-2 1.1
-2 1.2
-2 1.5
-2 1.3
-2 0.9
-2 1.1
-1 6.0
-1 1.7
-8 .4'
-6 .2'
-5 .8'
-6 .6'
-7 .6'
-1 5.0
-2 0.6
-2 0.9
-2 0.5
-2 0.2
-2 0.1
-2 0.1
-2 0.2
-2 0.4
-2 0.6
-2 0.8
-2 1.0
-2 0.7
-2 0.4
-2 0.2
-2 0.3
-1 6.8
-7 .5'
-8 .5'
-6 .7'
-5 .6'
-8 .9'
-6 .6'
-1 0.9
-1 4.6
-2 0.3
-2 0.3
-1 9.9
-1 9.8
-1 9.8
-1 9.8
-1 9.9
-2 0.1
-2 0.4
-2 0.6
-2 0.8
-2 0.2
-1 9.8
-1 9.7
-2 0.0
-1 7.3
-9 .0'
-6 .2'
-5 .0'
-6 .4'
-4 .4'
-1 2.5
-1 5.4
-1 7.7
-1 9.8
-1 9.4
-1 9.4
-1 9.4
-1 9.5
-1 9.6
-1 9.9
-2 0.2
-2 0.4
-2 0.6
-2 0.8
-2 0.0
-1 9.4
-1 9.3
-1 9.4
-1 8.3
-1 3.1
-8 .1'
-9 .4'
-6 .3'
-5 .2'
-8 .8'
-1 5.6
-1 8.8
-1 9.6
-1 9.1
-1 9.1
-1 9.2
-1 9.3
-1 9.4
-1 9.6
-1 9.9
-2 0.1
-2 0.4
-2 0.6
-1 9.4
-1 9.0
-1 8.9
-1 8.8
-1 8.2
-1 3.2
-8 .0'
-8 .2'
-7 .5'
-8 .3'
-9 .7'
-1 6.0
-1 9.1
-1 9.3
-1 8.9
-1 8.9
-1 9.1
-1 9.1
-1 9.2
-1 9.4
-1 9.7
-1 9.9
-2 0.1
-2 0.4
-1 9.3
-1 8.7
-1 8.4
-1 8.3
-1 8.3
-1 5.2
-9 .8'
-8 .1'
-5 .6'
-7 .0'
-7 .1'
-3 .6'
-9 .6'
-1 4.9
-1 8.2
-1 9.1
-1 8.7
-1 8.7
-1 8.8
-1 8.9
-1 9.1
-1 9.2
-1 9.5
-1 9.7
-1 9.9
-2 0.2
-1 8.9
-1 8.3
-1 8.0
-1 7.9
-1 8.1
-1 6.5
-9 .8'
-7 .6'
-6 .9'
-6 .9'
-6 .8'
-7 .4'
-1 3.7
-1 8.6
-1 9.0
-1 8.5
-1 8.6
-1 8.7
-1 8.7
-1 8.9
-1 9.1
-1 9.3
-1 9.5
-1 9.7
-2 0.0
-1 8.8
-1 8.3
-1 8.0
-1 7.8
-1 8.2
-1 7.7
-1 1.1
-8 .6'
-7 .5'
-6 .0'
-8 .2'
-1 2.8
-1 8.7
-1 8.4
-1 8.3
-1 8.5
-1 8.5
-1 8.6
-1 8.7
-1 8.9
-1 9.1
-1 9.4
-1 9.6
-1 9.8
-1 8.3
-1 7.7
-1 7.5
-1 7.8
-1 7.8
-1 1.8
-8 .1'
-5 .2'
-4 .5'
-1 4.5
-1 7.7
-1 8.2
-1 8.2
-1 8.3
-1 8.4
-1 8.4
-1 8.6
-1 8.8
-1 9.1
-1 9.3
-1 9.4
-1 9.6
-1 8.2
-1 7.9
-1 7.7
-1 7.3
-1 7.6
-1 3.7
-8 .6'
-4 .4'
-4 .5'
-1 3.6
-1 7.8
-1 8.1
-1 8.2
-1 8.2
-1 8.3
-1 8.4
-1 8.5
-1 8.7
-1 8.9
-1 9.1
-1 9.3
-1 9.5
-1 8.1
-1 7.4
-1 7.1
-1 6.7
-1 6.8
-1 5.2
-9 .5'
-6 .3'
-7 .6'
-5 .0'
-8 .2'
-1 4.8
-1 7.6
-1 8.0
-1 7.9
-1 8.0
-1 8.1
-1 8.2
-1 8.3
-1 8.5
-1 8.7
-1 9.0
-1 9.1
-1 9.3
-1 9.5
-1 8.0
-1 7.4
-1 6.9
-1 6.5
-1 6.3
-1 6.3
-1 2.0
-1 0.2
-8 .4'
-5 .3'
-7 .9'
-1 0.8
-1 7.7
-1 7.8
-1 7.7
-1 7.9
-1 8.0
-1 8.1
-1 8.2
-1 8.3
-1 8.5
-1 8.9
-1 9.0
-1 9.1
-1 9.2
-1 8.0
-1 7.4
-1 6.8
-1 6.2
-1 5.7
-1 5.7
-1 5.6
-1 0.5
-8 .3'
-6 .5'
-8 .9'
-1 2.0
-1 7.7
-1 7.1
-1 7.5
-1 7.6
-1 7.8
-1 8.0
-1 8.1
-1 8.2
-1 8.4
-1 8.7
-1 8.8
-1 9.0
-1 9.1
-1 7.9
-1 7.3
-1 6.5
-1 5.9
-1 5.5
-1 5.2
-1 5.7
-1 2.6
-8 .5'
-5 .8'
-5 .6'
-9 .4'
-9 .9'
-1 7.4
-1 7.0
-1 7.3
-1 7.5
-1 7.7
-1 7.7
-1 7.9
-1 8.0
-1 8.3
-1 8.6
-1 8.7
-1 8.9
-1 9.0
-1 7.9
-1 7.3
-1 6.6
-1 6.1
-1 5.5
-1 5.0
-1 4.7
-1 4.4
-1 1.2
-8 .2'
-5 .7'
-9 .4'
-1 2.9
-1 6.7
-1 6.7
-1 7.0
-1 7.2
-1 7.5
-1 7.6
-1 7.8
-1 7.9
-1 8.1
-1 8.4
-1 8.6
-1 8.8
-1 8.9
-1 7.5
-1 6.6
-1 6.0
-1 5.3
-1 4.7
-1 4.2
-1 4.3
-1 3.6
-8 .8'
-7 .8'
-9 .7'
-1 3.0
-1 6.0
-1 6.3
-1 6.7
-1 7.1
-1 7.4
-1 7.4
-1 7.6
-1 7.7
-1 8.0
-1 8.2
-1 8.4
-1 8.6
-1 8.6
-1 7.4
-1 6.7
-1 6.1
-1 5.4
-1 4.7
-1 4.1
-1 4.0
-1 3.7
-1 0.4
-6 .3'
-5 .9'
-8 .9'
-1 2.7
-1 6.1
-1 6.2
-1 6.6
-1 7.0
-1 7.2
-1 7.3
-1 7.5
-1 7.6
-1 7.8
-1 8.0
-1 7.5
-1 6.9
-1 6.1
-1 5.4
-1 4.7
-1 3.9
-1 3.5
-1 3.8
-1 2.4
-8 .1'
-4 .4'
-9 .7'
-1 6.0
-1 6.0
-1 7.4
-1 6.8
-1 6.2
-1 5.6
-1 4.7
-1 4.0
-1 3.5
-1 3.4
-1 3.4
-9 .2'
-6 .5'
-1 7.6
-1 7.1
-1 6.3
-1 5.6
-1 5.0
-1 4.2
-1 3.5
-1 3.3
-1 3.7
-1 0.4
-8 .1'
-1 7.8
-1 7.1
-1 6.4
S O
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A T
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D E
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N E
D B
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D E
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A
M A
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
T T
Y R
E P
A
IR
M
IS
S
IO
N B
A Y
S A
N D
IE
G O C
O U
N T
Y
C A
L
IF
O R
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IA
F
IL
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A M
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C A
D F
L O
S A
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E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P
L -1
-B -0
A U
G U
S T
-5
-5
5 1
5 5
10 1
-2
-25
0 10
-5-5
-2
-25
-2
-25
-25
-25
-25
-2
-2
-2
-2
-25
-25 -25
-25
-2
-25 -2
-25
-2
-20
-20 -20
-2
-2
-2
-20
-20
-20
-2
-2
-20
-2
-2 0 -20 -20 -20 -20
-20 -20 -2
-2
-20
-15
-1
-15
-15
-15 -15-15
-15 -15
-15
-1
-1
-1
-15 -15
-15
-1
-15
-15
-15 -15
-15
-1
-1
-10-1
-1
-1
-10
-10-10
-10 -10
-1
-10
-1
-10
-1
-1
-1
-10 -10 -10
-10
-10
-1
-1
-10
-10
-5
-5
5 5
5 5 5
5 5
5 5
5 5 5 5 5 5 5
5 5 5
5 5
5 5 5
5 5
5 5
5 5 5 5
5 5
-10
-20
-30
-10
-20
-30
STATION
8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
E L E
V A
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N
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...\FY19 Structure Repairs_112818\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112818_CN101.dgn
CN101
M
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A N A
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A D S
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N O
R T
H J
E T
T Y
C N
.d g n
NORTH
PLAN
30' 60'0D1
REPAIR PLAN
NORTH JETTY HEAD SECTION
SCALE: 1" = 30'
D1
NORTH JETTY HEAD SECTION
SCALE: 1" = 30' HORZ.; 1" = 15' VERT. 30' 60'0
15' 30'0
R
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IA
C H
C
H A
Y W
A R
D
PROFILE - CENTERLINE OF JETTY
FT. X 14 FT. X 5 FT.
APPROXIMATE SIZE OF REINFORCED CONCRETE MONOLITH TO REMOVE IS 14 7.
EXISTING CONDITIONS WILL DIFFER FROM THE INTERPOLATED SLOPE.6.
SECTIONS.
SEE SHEET CN301 FOR TYPICAL NORTH JETTY REPAIR AREA CROSS 5.
STRUCTURE SIDE SLOPES ARE 2H:1V.4.
SOUNDINGS BASED ON A 10 FOOT GRID.3.
MAY 2016.
INDICATE THE GENERAL CONDITIONS AT THE TIME OF SURVEY, 28 APRIL - 28
ABOVE WATER ELEVATIONS ARE FOR INFORMATION PURPOSES ONLY AND 2.
SURVEY, 26 - 27 FEBRUARY 2019.
PURPOSES ONLY AND INDICATE THE GENERAL CONDITIONS AT THE TIME OF
UNDERWATER SOUNDINGS AND ELEVATIONS ARE FOR INFORMATION 1.
GENERAL SHEET NOTES
OCEAN SIDE
CHANNEL SIDE
CHANNEL
NAVIGATION
LIMITS OF
PROTECT IN PLACE
NAVIGATION TOWER,
42' AID TO
LIMIT OF WORK
HORIZONTAL
LIMITS
CREST
JETTY
SEE NOTE 7
CONCRETE MONOLITH,
REINFORCED
REMOVE EXISTING
STRUCTURE
TO EXISTING
TRANSITION
STRUCTURE
TO EXISTING
TRANSITION
BENCH AT -6 FT. MLLW
SEE SHEET CN301 FOR CROSS-SECTIONS
NOT AVAILABLE. SEE NOTE 6
OBSERVATION, SURVEY DATA
INTERPOLATED SLOPE BY
STONE TO FILL SMALL VOIDS.
NEW STONE. USE CHINKING
STONE TO INTERLOCK WITH
VOIDS. RESET EXISTING
AND INTERLOCK TO FILL
PLACE A-18 ARMOR STONE
CONDITION (VARIES)
TYPICAL JETTY CREST
(VARIES)
ELEVATION
SEABED
EXISTING
EL. +14'
EL. -6'
CONCRETE MONOLITH
REINFORCED
REMOVE EXISTING
STA. 11+80
SHEET CN301
OCEAN SIDE, SEE
TOP OF BENCH ON
TRANSITION
STA. 10+10
TRANSITION
WATERLINE AT 0' MLLW
±1 FT. TOLERANCE (TYP.)
DESIGN CREST ELEVATION,
PROTECT IN PLACE
NAVIGATION,
EXISTING AID TO
ELEVATION
JETTY CREST
MATCH EXISTING
TRANSITION TO
WORK AREA LIMITS
20' 20'
150'
-1 4.
9'
-1 2.
8'
-1 0.
4'
-8 .2
-6 .8
-5 .5
-4 .6
-1 7.
0'
-1 5.
0'
-1 2.
7'
-1 0.
5'
-8 .4
-7 .0
-5 .8
-5 .1
-1 7.
0'
-1 5.
3'
-1 3.
2'
-1 1.
1'
-8 .8
-7 .4
-6 .1
-5 .3
-1 5.
5'
-1 3.
6'
-1 1.
5'
-9 .3
-7 .7
-6 .3
-5 .5
-1 5.
8'
-1 4.
2'
-1 1.
9'
-9 .5
-7 .9
-6 .7
-5 .8
-5 .7
-1 6.
4'
-1 4.
6'
-1 2.
5'
-1 0.
2'
-8 .5
-7 .1
-6 .2
-5 .8
-1 6.
7'
-1 5.
1'
-1 2.
9'
-1 0.
9'
-9 .2
-7 .7
-6 .9
-6 .3
-1 6.
5'
-1 5.
3'
-1 3.
6'
-1 2.
0'
-1 0.
3'
-8 .8
-7 .8
-7 .0
-6 .0
-1 6.
9'
-1 5.
5'
-1 4.
1'
-1 3.
0'
-1 1.
8'
-1 0.
4'
-9 .4
-8 .5
-6 .8
-1 6.
9'
-1 6.
1'
-1 5.
1'
-1 4.
0'
-1 3.
0'
-1 2.
0'
-1 1.
2'
-1 0.
5'
-9 .4
-1 7.
4'
-1 6.
5'
-1 5.
6'
-1 4.
8'
-1 4.
1'
-1 3.
3'
-1 2.
7'
-1 2.
2'
-1 0.
6'
-1 6.
5'
-1 6.
0'
-1 5.
4'
-1 4.
8'
-1 4.
1'
-1 3.
6'
-1 2.
9'
-1 1.
7'
-5 .7
-1 6.
8'
-1 6.
3'
-1 5.
8'
-1 5.
2'
-1 4.
6'
-1 4.
0'
-1 3.
2'
-1 2.
3'
-6 .3
-1 7.
1'
-1 6.
6'
-1 6.
0'
-1 5.
4'
-1 4.
8'
-1 4.
2'
-1 3.
5'
-1 2.
8'
-6 .5
-1 7.
2'
-1 6.
7'
-1 6.
1'
-1 5.
5'
-1 5.
0'
-1 4.
5'
-1 4.
0'
-1 3.
2'
-6 .9
-1 7.
2'
-1 6.
7'
-1 6.
1'
-1 5.
6'
-1 5.
2'
-1 4.
8'
-1 4.
3'
-1 3.
7'
-7 .6
-1 7.
2'
-1 6.
6'
-1 6.
3'
-1 5.
8'
-1 5.
4'
-1 5.
0'
-1 4.
6'
-1 4.
1'
-8 .0
-1 7.
2'
-1 6.
9'
-1 6.
5'
-1 5.
9'
-1 5.
5'
-1 5.
2'
-1 5.
2'
-1 4.
5'
-1 0.
0'
-5 .6
-1 6.
9'
-1 6.
5'
-1 6.
0'
-1 5.
7'
-1 5.
3'
-1 4.
9'
-1 4.
1'
-1 1.
6'
-6 .8
-1 6.
9'
-1 6.
5'
-1 6.
2'
-1 5.
9'
-1 5.
2'
-1 4.
4'
-1 3.
5'
-1 2.
4'
-7 .6
-1 7.
0'
-1 6.
6'
-1 6.
2'
-1 5.
8'
-1 5.
0'
-1 4.
1'
-1 3.
0'
-1 0.
2'
-6 .7
-1 7.
1'
-1 6.
7'
-1 6.
1'
-1 5.
6'
-1 4.
8'
-1 4.
0'
-1 3.
2'
-8 .3
-6 .3
-1 7.
0'
-1 6.
6'
-1 6.
0'
-1 5.
3'
-1 4.
7'
-1 4.
2'
-1 2.
9'
-9 .6
-7 .2
-5 .8
-1 6.
9'
-1 6.
5'
-1 5.
9'
-1 5.
3'
-1 4.
6'
-1 3.
3'
-1 3.
0'
-1 0.
8'
-7 .1
-5 .1
-1 6.
8'
-1 6.
4'
-1 5.
8'
-1 5.
3'
-1 5.
0'
-1 3.
3'
-1 2.
7'
-1 0.
0'
-5 .2
-3 .8
-1 6.
8'
-1 6.
3'
-1 5.
7'
-1 5.
2'
-1 5.
1'
-1 4.
9'
-1 4.
1'
-1 1.
7'
-6 .2
-3 .7
-1 6.
2'
-1 5.
7'
-1 5.
3'
-1 5.
2'
-1 4.
9'
-1 4.
0'
-1 3.
1'
-7 .3
-4 .3
-1 6.
1'
-1 5.
5'
-1 5.
3'
-1 5.
1'
-1 4.
8'
-1 3.
9'
-1 3.
3'
-8 .0
-4 .4
-1 6.
1'
-1 5.
6'
-1 5.
3'
-1 5.
0'
-1 4.
7'
-1 3.
9'
-1 3.
4'
-9 .5
-5 .0
-1 6.
2'
-1 5.
7'
-1 5.
3'
-1 4.
9'
-1 4.
5'
-1 3.
9'
-1 3.
2'
-1 1.
0'
-5 .3
-1 6.
1'
-1 5.
7'
-1 5.
2'
-1 4.
7'
-1 4.
3'
-1 3.
8'
-1 3.
3'
-1 2.
1'
-6 .6
-4 .4
-1 6.
1'
-1 5.
7'
-1 5.
0'
-1 4.
6'
-1 4.
3'
-1 3.
9'
-1 3.
4'
-1 2.
8'
-8 .1
-5 .5
-1 6.
1'
-1 5.
6'
-1 5.
2'
-1 4.
6'
-1 4.
4'
-1 4.
0'
-1 3.
4'
-1 3.
0'
-8 .6
-6 .0
-1 5.
5'
-1 5.
1'
-1 4.
8'
-1 4.
3'
-1 3.
9'
-1 3.
4'
-1 3.
0'
-9 .7
-5 .9
-1 5.
6'
-1 5.
1'
-1 4.
7'
-1 4.
3'
-1 4.
0'
-1 3.
4'
-1 2.
9'
-1 0.
9'
-6 .4
-1 5.
6'
-1 5.
1'
-1 4.
6'
-1 4.
3'
-1 3.
9'
-1 3.
4'
-1 2.
8'
-1 1.
3'
-6 .6
-1 5.
6'
-1 5.
1'
-1 4.
7'
-1 4.
3'
-1 3.
9'
-1 3.
3'
-1 2.
8'
-1 2.
0'
-7 .0
-5 .4
-1 5.
7'
-1 5.
2'
-1 4.
7'
-1 4.
3'
-1 3.
9'
-1 3.
3'
-1 2.
7'
-1 1.
8'
-7 .3
-5 .2
-1 5.
7'
-1 5.
2'
-1 4.
7'
-1 4.
2'
-1 3.
7'
-1 3.
2'
-1 2.
7'
-1 2.
1'
-7 .3
-5 .3
-1 5.
8'
-1 5.
3'
-1 4.
7'
-1 4.
2'
-1 3.
7'
-1 3.
1'
-1 2.
6'
-1 2.
1'
-7 .2
-5 .1
-1 5.
8'
-1 5.
3'
-1 4.
8'
-1 4.
2'
-1 3.
7'
-1 3.
1'
-1 2.
5'
-1 2.
2'
-8 .2
-4 .6
-1 5.
2'
-1 4.
7'
-1 4.
2'
-1 3.
7'
-1 3.
1'
-1 2.
4'
-1 2.
0'
-9 .7
-5 .1
-1 5.
3'
-1 4.
7'
-1 4.
2'
-1 3.
7'
-1 3.
2'
-1 2.
6'
-1 2.
1'
-1 0.
3'
-6 .7
-1 5.
3'
-1 4.
7'
-1 4.
2'
-1 3.
8'
-1 3.
3'
-1 2.
7'
-1 2.
1'
-1 1.
2'
-7 .3
-1 5.
5'
-1 4.
9'
-1 4.
4'
-1 4.
0'
-1 3.
4'
S O
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D B
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D E
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S U
B M
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T E
D B
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D A
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C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
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B
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D
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F
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T T
Y R
E P
A
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M
IS
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N B
A Y
S A
N D
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G O C
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C A
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IF
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IA
F
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A M
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C A
D F
L O
S A
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E L E
S
C A
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IF
O R
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E L E
S D
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T R
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P
L -1
-B -0
A U
G U
S T
STATION
43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50
E L E
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5 5
5 5
5 5 5 5 5 5
5 5 5
5 5 5 5
5 5 5 5 5
5 5
10 10
-15
-15
-15
-15
-15
-1
-15
-1
-15
-10 -10
-10
-10
-10-10-10
-10
-10
-5
-5
-5 -5
-5
-5
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...\FY19 Structure Repairs_112818\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112818_CN102.dgn
C
CN102
M
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M
W E
S L E
Y
P L
A N A
N D P
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F
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R O
O T S
E C
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N O
R T
H J
E T
T Y
C N
.d g n
NORTH
PLAN
30' 60'0D1
REPAIR PLAN
NORTH JETTY ROOT SECTION
SCALE: 1" = 30'
A1
NORTH JETTY ROOT SECTION
SCALE: 1" = 30' HORZ.; 1" = 15' VERT. 30' 60'0
15' 30'0
R
R
IA
C H
C
H A
Y W
A R
D
PROFILE - CENTERLINE OF JETTY
CROSS SECTION.
SEE SHEET CN301 FOR TYPICAL NORTH JETTY ROOT SECTION REPAIR AREA 7.
EXISTING CONDITIONS WILL DIFFER FROM THE INTERPOLATED SLOPE.6.
SOUNDINGS BASED ON A 10 FOOT GRID.5.
MAY 2016.
INDICATE THE GENERAL CONDITIONS AT THE TIME OF SURVEY, 28 APRIL - 28
ABOVE WATER ELEVATION ARE FOR INFORMATION PURPOSES ONLY AND 4.
SURVEY, 17 - 21 SEPTEMBER 2018.
PURPOSES ONLY AND INDICATE THE GENERAL CONDITIONS AT THE TIME OF
UNDERWATER SOUNDINGS AND ELEVATIONS ARE FOR INFORMATION 3.
DO NOT PLACE STONE AGAINST CONCRETE RETAINING WALL.2.
MISSION BLVD., NORTH JETTY RD. OR SAN DIEGO PL.
NO LAND BASED CONSTRUCTION EQUIPMENT OVER 10 TONS ALLOWED ON 1.
GENERAL SHEET NOTES
CONDITION (VARIES)
TYPICAL JETTY CREST
EL. +12'
CHINKING STONE TO FILL SMALL VOIDS.
INTERLOCK WITH NEW STONE. USE
TO FILL VOIDS. RESET EXISTING STONE TO
PLACE A-10 ARMOR STONE AND INTERLOCK
JETTY CREST ELEVATION
TRANSITION TO MATCH EXISTING
MISSION BLVD.
NORTH JETTY RD.
SAN DIEGO PL.
TOE
JETTY
EXISTING
CHANNEL
NAVIGATION
LIMITS OF
PROTECT IN PLACE
RETAINING WALL,
EXISTING CONCRETE
CHANNEL SIDE
290'
WORK AREA LIMITS
-2 2.
4'
-1 6.
1'
-1 7.
2'
-1 7.
9'
-1 8.
8'
-1 9.
6'
-2 1.
0'
-2 2.
0'
-2 2.
3'
-2 2.
3'
-1 0.
3'
-1 6.
6'
-1 7.
1'
-1 8.
2'
-1 9.
1'
-1 9.
6'
-2 0.
7'
-2 1.
8'
-2 2.
1'
-2 2.
4'
-1 0.
2'
-1 6.
0'
-1 6.
9'
-1 8.
1'
-1 8.
5'
-1 8.
8'
-2 0.
7'
-2 1.
8'
-2 2.
4'
-2 2.
5'
-1 1.
1'
-1 4.
5'
-1 6.
5'
-1 7.
2'
-1 8.
2'
-1 8.
9'
-2 0.
7'
-2 1.
8'
-2 2.
2'
-2 2.
4'
-1 1.
2'
-1 4.
8'
-1 5.
7'
-1 6.
5'
-1 7.
5'
-1 9.
1'
-2 0.
5'
-2 1.
5'
-2 2.
0'
-2 2.
3'
-2 2.
4'
-1 0.
0'
-1 4.
5'
-1 5.
4'
-1 6.
7'
-1 7.
5'
-1 9.
0'
-2 0.
2'
-2 1.
3'
-2 1.
9'
-2 2.
2'
-2 2.
4'
-9 .3
-1 3.
8'
-1 5.
4'
-1 7.
0'
-1 7.
6'
-1 8.
8'
-2 0.
1'
-2 1.
0'
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8'
-2 2.
0'
-2 2.
3'
-1 4.
3'
-1 5.
7'
-1 6.
8'
-1 7.
2'
-1 8.
7'
-2 0.
0'
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1'
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6'
-2 2.
0'
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3'
-1 0.
6'
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6'
-1 6.
0'
-1 6.
7'
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3'
-1 8.
2'
-1 9.
8'
-2 0.
9'
-2 1.
6'
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0'
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3'
-1 3.
5'
-1 6.
4'
-1 6.
2'
-1 6.
7'
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7'
-1 9.
4'
-2 0.
7'
-2 1.
5'
-2 2.
0'
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2'
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5'
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1'
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5'
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2'
-1 7.
5'
-1 9.
2'
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6'
-2 1.
6'
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9'
-2 2.
0'
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6'
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8'
-1 5.
3'
-1 6.
2'
-1 7.
5'
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1'
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6'
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7'
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8'
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0'
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8'
-1 4.
9'
-1 5.
2'
-1 6.
1'
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2'
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8'
-2 0.
4'
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6'
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8'
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0'
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0'
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2'
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0'
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1'
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1'
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7'
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2'
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2'
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5'
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7'
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0'
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4'
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0'
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7'
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8'
-1 7.
0'
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7'
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9'
-2 0.
9'
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5'
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8'
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9'
-1 0.
5'
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4'
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9'
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8'
-1 7.
0'
-1 8.
5'
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9'
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9'
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4'
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7'
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9'
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8'
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5'
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0'
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0'
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0'
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4'
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8'
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7'
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4'
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7'
-2 1.
9'
-1 2.
0'
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0'
-1 6.
0'
-1 6.
3'
-1 6.
8'
-1 8.
1'
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5'
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6'
-2 1.
1'
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4'
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8'
-1 4.
4'
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4'
-1 6.
1'
-1 6.
9'
-1 8.
1'
-1 9.
5'
-2 0.
5'
-2 1.
1'
-2 1.
5'
-2 1.
7'
-9 .5
-1 3.
4'
-1 5.
5'
-1 6.
0'
-1 6.
9'
-1 8.
0'
-1 9.
2'
-2 0.
3'
-2 1.
0'
-2 1.
4'
-2 1.
6'
-1 3.
7'
-1 5.
6'
-1 6.
0'
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8'
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8'
-1 9.
0'
-2 0.
3'
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0'
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3'
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5'
-2 1.
8'
-1 1.
6'
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4'
-1 5.
9'
-1 6.
6'
-1 7.
5'
-1 8.
9'
-2 0.
1'
-2 0.
8'
-2 1.
2'
-2 1.
4'
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6'
-1 2.
2'
-1 4.
8'
-1 5.
5'
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3'
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3'
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5'
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7'
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0'
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3'
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5'
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4'
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0'
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4'
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5'
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9'
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4'
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0'
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9'
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1'
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4'
-2 0.
3'
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9'
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3'
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5'
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9'
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8'
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2'
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7'
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5'
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6'
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0'
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1'
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8'
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2'
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5'
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9'
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1'
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2'
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6'
-1 6.
3'
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5'
-1 8.
9'
-2 0.
0'
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7'
-2 1.
2'
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5'
-1 0.
3'
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1'
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2'
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3'
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1'
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4'
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6'
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9'
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7'
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2'
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4'
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6'
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0'
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1'
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6'
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8'
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1'
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5'
-1 9.
9'
-2 0.
8'
-2 1.
2'
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5'
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7'
-9 .8
-1 3.
6'
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4'
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5'
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8'
-1 8.
4'
-1 9.
8'
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8'
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4'
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6'
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9'
-8 .2
-1 3.
5'
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2'
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3'
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6'
-1 8.
2'
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8'
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8'
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5'
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7'
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9'
-9 .0
-1 3.
1'
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3'
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5'
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5'
-1 8.
0'
-1 9.
8'
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9'
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5'
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8'
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9'
-9 .7
-1 3.
2'
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5'
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5'
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0'
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6'
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9'
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6'
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8'
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8'
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9'
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7'
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4'
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5'
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9'
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5'
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0'
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5'
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8'
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0'
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3'
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4'
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5'
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8'
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9'
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0'
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3'
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7'
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9'
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2'
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4'
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4'
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5'
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2'
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9'
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8'
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2'
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4'
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3'
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6'
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4'
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6'
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6'
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2'
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9'
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5'
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6'
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1'
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0'
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3'
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8'
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6'
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7'
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6'
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0'
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4'
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3'
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7'
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8'
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-1 4.
9'
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4'
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1'
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6'
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8'
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0'
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0'
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1'
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8'
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5'
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2'
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9'
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0'
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9'
-6 .1
-1 2.
0'
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9'
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0'
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2'
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0'
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8'
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9'
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0'
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9'
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3'
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1'
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1'
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8'
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5'
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7'
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0'
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0'
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6'
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9'
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4'
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7'
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0'
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9'
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9'
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8'
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1'
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0'
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7'
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6'
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4'
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9'
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4'
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2'
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4'
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2'
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1'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
T T
Y R
E P
A
IR
M
IS
S
IO
N B
A Y
S A
N D
IE
G O C
O U
N T
Y
C A
L
IF
O R
N
IA
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P
L -1
-B -0
A U
G U
S T
-20 -20 -20 -20
-20 -20
-20 -20
-20
-10 -10 -10 -10
-10
-10 -10 -10
-1
-10
-1
0000000
10 10
10 10 10 1
10 10 10
10 10 10
10101010
PROTECT
IN PLACE
CHANNEL
NAVIGATION
LIMITS OF
JETTY TOE
EXISTING
WEIR
CHANNEL SIDE
RIVER SIDE
STATION
32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00
E L E
V A
T
IO
N
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...\FY19 Structure Repairs_112818\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112818_CN103.dgn
CN103
M
W E
S L E
Y
M
W E
S L E
Y
P L
A N A
N D P
R O
F
IL
E
T R
U N
K S
E C
T
IO
N
C N
.d g n
NORTH
PLAN
30' 60'0D1
REPAIR PLAN
SCALE: 1" = 30'
A1
SCALE: 1" = 30' HORZ.; 1" = 15' VERT. 30' 60'0
15' 30'0
M
ID
D L E J
E T
T Y
MIDDLE JETTY TRUNK SECTION
MIDDLE JETTY TRUNK SECTION
R
R
IA
C H
C
H A
Y W
A R
D
PROFILE - CENTERLINE OF JETTY
SECTION.
SEE SHEET CN301 FOR TYPICAL MIDDLE JETTY REPAIR AREA CROSS 5.
EXISTING CONDITIONS WILL DIFFER FROM THE INTERPOLATED SLOPE.4.
SOUNDINGS BASED ON A 10 FOOT GRID.3.
MAY 2016
INDICATE THE GENERAL CONDITIONS AT THE TIME OF SURVEY, 28 APRIL - 28
ABOVE WATER ELEVATIONS ARE FOR INFORMATION PURPOSES ONLY AND 2.
SURVEY, 26 - 27 FEBRUARY 2019.
PURPOSES ONLY AND INDICATE THE GENERAL CONDITIONS AT THE TIME OF
UNDERWATER SOUNDINGS AND ELEVATIONS ARE FOR INFORMATION 1.
GENERAL SHEET NOTES
CONDITION (VARIES)
TYPICAL JETTY CREST
WALKWAY
ASPHALT
EL. +14'
EL. +6 FT.
EXISTING WEIR,
S
T A
17' 8'
25'
AT EACH LONGITUDINAL END OF THE BENCH.
THICKNESS TO MEET EXISTING STRUCTURE
TRANSITION AND TAPER PLACEMENT
10+10 TO STA. 11+80. PROVIDE 20 FT.
ADD ARMOR STONE TO BENCH FROM STA.
STONE, SEE NOTE 2.
PLACE NEW A-18 ARMOR
WORK AREA LIMITS
14'
25'
STONE, SEE NOTE 2.
PLACE NEW A-18 ARMOR
REMOVE
MONOLITH TO
CONCRETE
REINFORCED
WORK AREA LIMITS
8' 8'
SEE NOTE 1
INTERPOLATED SLOPE,
25'
STONE, SEE NOTE 2.
PLACE NEW A-18 ARMOR
WORK AREA LIMITS
8'
WORK AREA LIMITS
8'
WORK AREA LIMITS
S O
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IT
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IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
T T
Y R
E P
A
IR
M
IS
S
IO
N B
A Y
S A
N D
IE
G O C
O U
N T
Y
C A
L
IF
O R
N
IA
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P
L -1
-B -0
A U
G U
S T
-10
-20
-30
0 50 100 150-50-100-150
-10
-20
-30
E L E
V A
T
IO
N
DISTANCE FROM CENTERLINE
EL. +14'
EL. -6'
-10
-20
-30
0 50 100 150-50-100-150
-10
-20
-30
E L E
V A
T
IO
N
DISTANCE FROM CENTERLINE
EL. +14'
EL. -6'
-10
-20
-30
0 50 100 150-50-100-150
-10
-20
-30
E L E
V A
T
IO
N
DISTANCE FROM CENTERLINE
EL. +14'
EL. -6'
-10
0 50 100-10
-10
E L E
V A
T
IO
N
DISTANCE FROM CENTERLINE
EL. +12'
STONE, SEE NOTE 2.
PLACE NEW A-10 ARMOR
-10
-20
0 30-50-100
-10
-20
E L E
V A
T
IO
N
DISTANCE FROM CENTERLINE
REQUIRED.
SHOULDER STONE IS
OFF-SITE WHEN RESET OF
REMOVE AND DISPOSE
ASPHALT WALKWAY.
EL. +14'
STONE, SEE NOTE 2.
PLACE NEW A-16 ARMOR
SEE NOTE 6
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:21 PM 8/6/2019
...\FY19 Structure Repairs_112818\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112818_CN301.dgn
F1
D1
B1
D6
A6
SCALE: 1" = 30' HORZ., 1" = 15' VERT.
SCALE: 1" = 30' HORZ., 1" = 15' VERT.
SCALE: 1" = 30' HORZ., 1" = 15' VERT.
SCALE: 1" = 20' HORZ., 1" = 10' VERT.
SCALE: 1" = 20' HORZ., 1" = 10' VERT.
TYPICAL NORTH JETTY HEAD SECTION REPAIR AREA (STA. 10+10)
30' 60'0
30' 60'0
30' 60'0
20' 40'0
20' 40'0
15' 30'0
15' 30'0
15' 30'0
10' 20'0
10' 20'0
TYPICAL NORTH JETTY ROOT SECTION REPAIR AREA (STA. 45+20)
TYPICAL MIDDLE JETTY TRUNK SECTION REPAIR AREA (STA. 34+50)
C N
.d g n
TYPICAL NORTH JETTY HEAD SECTION REPAIR AREA (STA. 10+30)
TYPICAL NORTH JETTY HEAD SECTION REPAIR AREA (STA. 11+25)
DO NOT PLACE ARMOR STONE ON THE RIVER SIDE OF THE MIDDLE JETTY.6.
INDICATE REQUIRED STONE SIZE, GRADATION OR INTERLOCKING.
ARMOR STONE SYMBOL PROVIDED FOR REFERENCE ONLY AND DOES NOT 5.
ELEVATION 0 FT. MLLW.
PLUS OR MINUS 1 FT. ABOVE ELEVATION 0 FT. MLLW AND PLUS 3 FT. BELOW
THE LIMITS OF THE REPAIRED AREAS ARE TO FOLLOW A TOLERANCE OF 4.
SLOPE MAY VARY AS APPROVED.
WITH THE INDICATED GRADE. HOWEVER, THE LOCATION AND RESULTING
CONDITION BY CREATING A BUTTRESS WITH ARMOR STONE TO INTERSECT
INTERSECTING WITH THE EXISTING CONDITION, PREPARE THE EXISTING
DIFFERENT THAN SHOWN, WHICH PREVENTS THE INDICATED GRADE FROM
STONE AND THE NEW STONE IS SHOWN. IF THE ACTUAL CONDITION IS
THE DESIRED BELOW WATER INTERSECTION POINT BETWEEN THE EXISTING 3.
EXTENT PRACTICABLE TO PROVIDE A BUTTRESS FOR THE NEW STONE.
INTERLOCK THE TOE STONE WITH THE EXISTING STONE TO THE MAXIMUM
MLLW. BELOW ELEVATION 0 FT. MLLW, PLACE NEW ARMOR STONE ONLY.
INTERLOCKING. PLACE ARMOR STONE AND CHINKING STONE ABOVE 0 FT.
RESET THE EXISTING STONE IN THE CROSS SECTION TO ACHIEVE
ABOVE ELEVATION 0 FT. MLLW, REMOVE THE EXISTING COVER LAYER AND 2.
ELEVATIONS WILL VARY.
OBSERVATIONS CONDUCTED ON 26 APRIL 2019. ACTUAL CONDITIONS AND
WITHIN THE REPAIR AREA. THE INTERPOLATED SLOPE IS BASED ON FIELD
CONDITION MAY CONTAIN ALL, SOME OR NONE OF THE ARMOR STONE
TYPICAL CROSS-SECTIONS SHOWN FOR ILLUSTRATION ONLY. THE EXISTING 1.
GENERAL SHEET NOTES
C
H A
Y W
A R
D
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S
CN301
M
W E
L S
E Y
M
W E
S L E
Y
R
R
IA
C H
OCEAN SIDE CHANNEL SIDE
WATERLINE AT 0' MLLW
OCEAN SIDE CHANNEL SIDE
WATERLINE AT 0' MLLW
OCEAN SIDE CHANNEL SIDE
WATERLINE AT 0' MLLW.
CHANNEL SIDE
WATERLINE AT 0' MLLW
RIVER
SIDE
1.5
CHANNEL
SIDE
WATERLINE AT 0' MLLW.
| 112818_G-001 |
| 112818_G-002 |
| 112818_CN101 |
| 112818_CN102 |
| 112818_CN103 |
| 112818_CN301 |
File details come from the government source that posted it.