Drawing_Sheet_CO101_-_Amd_0002.pdf
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Drawing Sheet CO101 - Amd 0002
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S O
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In c r e a s e
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%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
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US Army Corps
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CERTIFIED FINAL - READY TO ADVERTISE
C/L 1 C/L 0
A
H
C/L 0
C/L 1
A
H
CO101
SCALE: 1"=60'
FEDERAL NAVIGATION CHANNEL
EXISTING RIP RAP
N
EXISTING SSP
S-301
A1
S-302
D1
S -3
D
EXISTING SSP
EXISTING NAVIGATION TOWER
EXISTING SINK HOLES (TYP.)
REQUIRED SSP WALL
OPTION 2 SPLASH STONE
O V
E R
A L L R
E Q
U
IR
E D S
IT
E P
L A
N V
IE
W
A1
S-302
OPTION 2 SSP WALL
850-0"383'-0"
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
DRIVE
GRAVEL
EXISTING
S T
A
FILL SINK HOLES (REQUIRED)
SIDECAST DREDGE SAND TO
REVETMENT
EXISTING CONCRETE
EXISTING GRAVEL DRIVE
NOT REQUIRED IN THIS AREA
APPROX 115' SPLASH STONE
RIPRAP & STONE FILL
EXISTING GROUTED
TOP ELEV. +7 LWD
EXISTING CONCRETE CAP
TOP ELEV. +7 LWD
EXISTING CONCRETE CAP
REQUIRED
SECTION E & F
RUBBLEMOUND WAVE ATTENUATOR
SECTION G
SECTION G
EXISTING RUBBLEMOUND
160'-0"
SECTION C SECTION D
OPTION 2 - 465'-0"
TOP ELEV. +7 LWD
EXISTING CONCRETE CAP
TOP ELEV. +7 LWD
EXISTING CONCRETE REVETMENT
OPTION 1 - 320'-0" REQUIRED - 184'-0"
51'-0"
SECTION D
S E
C T
IO
N H
R U
B B
L E
M O
U N
D
R E
Q U
IR
E D
OPTION 2 - 235'-0"
SECTION D
EXISTING FENCE
PILE TO EXISITNG COLD FORMED INTERLOCK
IF OPTION 2 IS AWARDED, CONNECT SHEET
WALL WITH DETAIL 5, SHEET CO501
IF OPTION 2 IS NOT AWARDED, TERMINATE
WALL WITH DETAIL 5, SHEET CO501
IF OPTION 1 IS NOT AWARDED, TERMINATE
REQ'D SSP WALL
OPTION 1 SSP WALL
OPTION 1 CONCRETE CAP
REQ'D CONCRETE CAP
REQUIRED SPLASH STONE
CAP
REQUIRED CONCRETE
OVERALL REQUIRED, OPTION 1, AND OPTION 2 SITE PLAN VIEW
OPTION 1 SPLASH STONE
REQ'D SPLASH STONE
STA 12+00 STA 15+20
TOP OF EX. WALL +7.0 LWD TOP OF EX. WALL +6.0 LWD
TOP OF EX. WALL +7.0 LWD TOP OF EX. WALL +6.0 LWD
SEE ELEVATION A1 ON SHEET S303 FOR TRANSITION DETAIL
SEE SHEET CO303
REQUIRED COVER STONE FILL,
TRANSITION DETAIL
SEE ELEVATION A1 ON SHEET S303 FOR
S-301
E1
DUNE AND TREES (STA 8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND
LIMIT. (STA 6+20 TO 7+70)
STRUCTURE AND SLOPE GRADE TO CONSTRUCTION
OPTION 2 REMOVE ACCUMULATED SAND FROM EXISTING
CONCRETE CAP
OPTION 2
REQUIRED RUBBLEMOUND
LEGEND
WAVE ATTENUATOR
RUBBLEMOUND
REQUIRED
REQUIRED SPLASH STONE
REQUIRED FITTED ROCK WALKWAY
ROCK ACCESS WAY
REQUIRED FITTED
REQUIRED SSP W/ 5' CONCRETE CAP 1204'-0"
SSP W/ 5' CONCRETE CAP
REVETMENT TOP ELEV. +6 LWD
EXISTING CONCRETE
S303 FOR TRANSITION DETAIL
SEE ELEVATION A1 ON SHEET
P K
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