Adv_Plans_MB_South_Jetty_Repairs.pdf
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- W912PM-15-B-0014
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IFB No. W912PM-15-B-0014 project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these
This project was designed by the Wilmington District of the U.S. Army Corps of Engineers
South Jetty Repair
New Hanover County, North Carolina Masonboro Inlet
S o u th J e tt y R e p a ir
M a s o n b o r o I n le t, N e w H a n o v e r C o u n ty
N o r th C a r o li n a
IF
B N o
W P
M -1
-B -0
N
E W
H A
N O
V E
R C
O U
N T
Y
O B
R U
N S
W
IC
K
C U
N T
Y
Cape LookoutCity Morehead
14 AUG 2015
Southport
PROJECT
Wilmington
Beach
Carolina
Beach
Wrightsville
Island
Bald Head
C ap e Fe ar R iv er
Plate No. Title
64201
SCALE IN MILES
AT
LA
NT
IC
OCE
AN
N
74 133
132117
TO I-40
A t l a n t i c
O e a n
Approval Recommended: *
Approved: *
DATE
DATE
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
CHIEF, DESIGN AND GENERAL ENGINEERING SECTION
CHIEF, ENGINEERING BRANCH
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
GI01
M B
S o
J e t
V ic L o c
In d e x
F
Y .d g n
INLET
MASONBORO
A tl a n ti c I n tr a c o a st al W a te rw a y
P R
O J E
T
V
IC
IN
IT
Y
D
L
C A T
IO
M
P S
IN
D
X
F
R
A W
IN
G S
CN308
CN307
CN306
CN305
CN304
CN303
CN302
CN301
CN101
GI02
GI01
N
CROSS SECTIONS - HEAD STA. 33+00 - STA. 35+25 (OPTIONAL BID ITEM 1)
CROSS SECTIONS - TRUNK STA. 32+00 - STA. 33+00 (BASE BID ITEM)
CROSS SECTIONS - TRUNK STA. 29+50 - STA. 31+75 (BASE BID ITEM)
CROSS SECTIONS - TRUNK STA. 27+00 - STA. 29+25 (BASE BID ITEM)
CROSS SECTIONS - TRUNK STA. 24+50 - STA. 26+75 (BASE BID ITEM)
CROSS SECTIONS - TRUNK STA. 22+00 - STA. 24+25 (BASE BID ITEM)
CROSS SECTIONS - TRUNK STA. 19+50 - STA. 21+75 (BASE BID ITEM)
TYPICAL SECTIONS
STONE PLACEMENT PLAN
PROJECT OVERVIEW MAP
INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS
14 AUG 2015
C
B
A
B C D
E F G H
F
IL
M E
D A T E
R E
V
IE
W
D R
A W
IN
G
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
IG
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R P S
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
INDEX OF DRAWINGS
PROJECT LOCATION
DARE
N E
W H
A N
O V E
R
M O
O R
E
CHATHAM
A L
A M
A N
C E
CARTERET
V I R G I N I A
S O U T H C A R
O L I N
A
Wilmington
Manteo
Elizabeth City
Cape Hatteras
Cape Fear
Rodanthe
Not To Scale
PROJECT VICINITY
PA
M
LI
C O S
O U N D
R O
A N
O K
E
R
IV
E R
N E U S E
R
IV
ER
C H
O W
A N
C A P E
F E A R
RIVER
HYDEBEAUFORTPITT
EDGECOMBE
WASHINGTON TYRREL
PAMLICO
CRAVEN
JONES
ONSLOW
DUPLIN
PENDER
BRUNSWICK
COLUMBUS
ROBESON
HOKE
LEE
C A
S W
E L L
PERSON
ORANGE
DURHAM
WAKE
JOHNSTON
FRANKLIN
VANCE
WARREN
HALIFAX
NORTHAMPTON
HERTFORD
GATES
NASH
WILSON
SAMPSON
CUMBERLAND
G R
A N
V
IL
L E
P E R
Q U
IM
A N S
P A S Q
U O T A N
K
C A
M D E N
C U R R
IT
U C
K
MARTIN
BERTIE
GREENE
LENOIR
WAYNE
HARNETT
BLADEN
8.
7.
6.
5.
4.
3.
2.
1.
NOTES
7 -
3-
6-
7-
8 -
3-
2-
1-
9-
0-
9-
4-
5-
8-
5-
5-
6-
8-
6-
5 -
5-
-2 0.
-2 0.
-2 0.
-1 9.
-1 8.
-1 8.
-1 9.
-1 8.
7-
-1 8.
-1 8.
-1 8.
2 -
-1 8.
-1 8.
-1 8.
7-
7 -
-1 7.
-1 7.
-1 7.
-1 7.
-1 7.
-1 7.
-1 7.
-1 7.
8-
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 5.
-1 6.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 4.
-1 4.
-1 4.
-1 5.
-1 5.
-1 4.
-1 4.
-1 4.
-1 4.
-1 4.
-1 4.
-1 4.
-1 4.
-1 4.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
8 -
-1 2.
-1 2.
-1 2.
-1 3.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
0-
8 -
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
-1 0.
-1 1.
-1 1.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
4-
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-9 .7
-9 .8
-9 .9
-9 .6
-9 .9
-9 .8
-9 .8
-9 .7
-9 .8
-9 .9
-9 .7
-9 .5
-9 .6
-9 .5
-9 .5
-9 .6
-9 .4
-9 .5
-9 .2
-9 .3
-9 .4
-9 .2
-9 .2
-9 .1
-9 .2
-9 .2
-9 .1
-9 .0
-9 .0
-9 .0
-9 .0
-8 .7
-8 .8
-8 .7
-8 .7
-8 .4
-8 .5
-8 .6
-8 .5
2 -
-8 .1
-8 .3
-8 .1
-8 .1
-7 .9
-8 .0
-8 .1
-8 .0
-7 .6
-7 .8
-7 .7
-7 .7
-7 .4
-7 .4
-7 .4
-7 .2
-7 .3
-7 .0
-7 .1
7 -
-6 .7
-6 .4
-6 .5
-6 .5
-6 .5
-6 .4
-6 .5
-6 .6
2 -
-6 .3
-6 .2
9 -
-6 .0
-6 .0
-5 .7
-5 .4
-5 .4
1 -
-5 .2
-5 .0
-4 .6
-4 .7
-4 .5
-4 .4
-4 .4
-4 .1
-3 .6
-3 .6
-3 .3
2-
-3 .1
-2 .6
-2 .5
-2 .4
-2 .4
-2 .3
-2 .2
-1 .8
-2 .0
-1 .9
-1 .7
-1 .3
-1 .3
-1 .3
-0 .8
-0 .8
-0 .6
-0 .4
-0 .5
-0 .4
-0 .4
P I9
.0
P R
O J E
V E
R V
IE
P
GI02
-0 .1
-0 .1
-0 .1
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
0.
0.
0.
0.
0.
1.
0.
0.
1.
1.
1.
1.
1.
1.
2.
2.
2.
2.
2.
3.
.7
SCALE: 1" = 200’
200 0 200 400
SCALE IN FEET
(N .C . N at io na l E st ua rin e
R es ea rc h
R es er ve
A
S outh Jetty
N o rth J e tty
WRIGHTSVILLE BEACH
M A S O N B O
I
L A N D
S T
A
A
STOCKPILE AREA
APPROX. LIMITS OF
F Y .d g n
M B
S o
J e t L o c
S o u n d in g s
N 159,351.9
E 2,358,099.4
N 159,413.3
E 2,359,067.5
N 157,630.2
E 2,361,134.7
AREA
HEAD WORK
AREA
TRUNK WORK
A
A
M A S O
N B O R O I N
L E T
ATLAN
TIC
O
C
EAN
ATLAN
TIC
O
C
EAN
PHOTOGRAPH DATE: 08 MARCH 2015. COPYRIGHT 2015 DIGITAL GLOBE.
ADDITIONAL REQUIREMENTS REGARDING USE OF THE STOCKPILE AREA.
01 57 20.00 10, ENVIRONMENTAL PROTECTION, OF THE SPECIFICATIONS FOR
HIS/HER DESIGNATED REPRESENTATIVE HAS BEEN RECEIVED. SEE SECTION
NOT COMMENCE UNTIL APPROVAL FROM THE CONTRACTING OFFICER OR
1 MAY 2016. STOCKPILING OF STONE WITHIN THE STOCKPILE AREA SHALL
STOCKPILE AREA SHOWN ON THE DRAWING FROM 16 NOVEMBER 2015 TO
TEMPORARY STOCKPILING OF ARMOR STONE WILL BE ALLOWED WITHIN THE
OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.
AND LOCAL PERMITS AND SHALL BE APPROVED BY THE CONTRACTING
OPERATION. SUCH AGREEMENT SHALL COMPLY WITH ALL FEDERAL, STATE
PARTIES SHOULD LAND BASED ACCESS BE DEEMED NECESSARY FOR HIS
OFFICER. THE CONTRACTOR MAY MAKE SEPARATE AGREEMENT WITH OTHER
MASONBORO ISLAND WITHOUT PRIOR APPROVAL FROM THE CONTRACTING
WATER. NO LAND BASED WORK OF ANY KIND WILL BE ALLOWED ON
THIS CONTRACT AS WORK IS EXPECTED TO BE UNDERTAKEN FROM THE
LAND BASED STAGING IS NOT ANTICIPATED NOR PROVIDED AS PART OF
AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF
WATER.
HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: MEAN LOWER LOW
TIDE GAGE LOCATED AT: WRIGHTSVILLE BEACH COAST GUARD STATION
LLC WITH SINGLE BEAM SURVEY EQUIPMENT.
SIDE OF PROJECT SURVEYED 31 MARCH & 1 APRIL 2015 BY GEODYNAMICS
POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT. OCEAN
VESSELS "SANDERSON" & "J. BUTLER", USING RTK GPS HORIZONTAL
INLET SIDE OF PROJECT SURVEYED 04 MAY 2015 WITH DISTRICT SURVEY
THE 1983 - 2001 TIDAL EPOCH.
NOAA’S REPORTED MEAN LOWER LOW WATER (MLLW) RELATIVE TO
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO
-20
-20
-2
-20
-20
-2
-20
-20
-20
-2
-15
-15 -15
-15
-1 5 -15 -1
-15
-1
-10
-10 -10
-10
-10
-10
-10
-10
-10
-10
-10
-10
-1
-1
-1
SCALE IN FEET
30 30 60
SCALE: 1" = 30’
-6
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5 -5
BASE BID ITEM
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
M A S O N B O R O I N L E T
A T L A N T I C O C E A N
M A S O N B O R O I N L E T
A T L A N T I C O C E A N
N
F Y .d g n
M B
S o
J e t T rk
H e a d P la n
O N
E
P L A
C E
M E
N T
P L A
N
CN101
STONE PLACEMENT PLAN
PLACEMENT
ARMOR STONE (14 TO 22 TON)
APPOXIMATE LIMITS OF
PLACEMENT
ARMOR STONE (14 TO 22 TON)
APPROXIMATE LIMITS OF
PLACEMENT
ARMOR STONE (14 TO 22 TON)
APPROXIMATE LIMITS OF
S T
A
S T
A
S H
E E
T P
L L E
N D
S
BASE BID ITEM
BASE BID ITEM
S T
A
OPTIONAL BID ITEM 1
NOTES
3. INLET SIDE STATION 33+00 TO 35+00
2. INLET SIDE STATION 19+50 TO 26+25
1. OCEAN SIDE STATION 23+50 TO 33+00
OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
THE ORDER OF WORK FOR STONE PLACEMENT SHALL BE AS FOLLOWS UNLESS
TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
THE CONTRACTOR SHALL SUBMIT A STONE PLACEMENT ACCEPTANCE AREA PLAN
THE STONE PLACEMENT AREAS SHALL BE SEPARATED INTO ACCEPTANCE AREAS.
THE CROSS HATCHED AREAS SHOWN ARE A GENERAL GUIDE FOR STONE PLACEMENT.
WITHIN THE APPROXIMATE ARMOR STONE PLACEMENT LIMITS AREA SHOWN.
THE INTENT OF THE PROJECT IS TO PROVIDE ONE NEW LAYER OF ARMOR STONE
HORIZONTAL DATUM NAD 1983 AND VERTICAL DATUM NAVD88.
31 MARCH AND 01 APRIL 2015. CONTOURS ARE IN FEET AND REFERENCED TO
SURVEY OF JETTY AND VICINITY WAS ACCOMPLISHED BY GEODYNAMICS LLC,
4.
3.
2.
1.
COVERAGE OVERLAP OF 50’ BETWEEN ADJOINING ACCEPTANCE SECTIONS.
HIS/HER DESIGNATED REPRESENTATIVE FOR REVIEW. THERE SHALL BE A MINIMUM SURVEY
THE POST PLACEMENT SURVEY DATA SHALL BE SUBMITTED TO THE CONTRACTING OFFICER OR
AS POSSIBLE FOLLOWING COMPLETION OF STONE PLACEMENT IN AN ACCEPTANCE SECTION.
A POST PLACEMENT SURVEY OF EACH ACCEPTANCE SECTION SHALL BE PERFORMED AS SOON
IN STONE PLACEMENT WILL NOT BE ALLOWED WITHIN AN ACCEPTANCE AREA.
STARTING POINT TO THE END OF THE ACCEPTANCE AREA. SKIPPING OVER AREAS OR GAPS
STONE PLACEMENT, ONCE INITIATED IN AN ACCEPTANCE AREA, SHALL PROGRESS FROM THE
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
TO 26+25 IF CONDITIONS ALLOW. ALL REQUESTS FOR ADJUSTMENTS TO THE WORK PLAN
PLANT AND EQUIPMENT TO THE INLET SIDE TO PLACE ARMOR STONE FROM STATION 19+50
FROM STATION 23+50 TO 33+00, THE CONTRACTOR WILL BE ALLOWED TO FALL BACK WITH
WHEN SEA CONDITIONS ARE NOT FAVORABLE TO PLACE ARMOR STONE ON THE OCEAN SIDE
7.
6.
5.
-0
-0
-0
BASE BID ITEM
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
M A
T C
H L
A
M A
T C
H L
A
SHEET PILE WALL
SHEET PILE WALL
-5
-10
-15
-20
-25
-30
0 25 50 75-25-50-75
-5
-10
-15
-20
-25
-30
E L E
V A
T
IO
N I
N F
E E
T
-5
-10
-15
-20
-25
-30
0 25 50 75-25-50-75
-5
-10
-15
-20
-25
-30
E L E
V A
T
IO
N I
N F
E E
T
-5
-10
-15
-20
0 25 50 75-25-50-75
-5
-10
-15
-20
E L E
V A
T
IO
N I
N F
E E
T
NOTES
-25 -25
STA. 19+50 - STA. 23+25
TYPICAL CROSS SECTION - TRUNK
STA. 23+50 - STA. 33+00
TYPICAL CROSS SECTION - TRUNK
STA. 33+00 - STA. 35+00
TYPICAL CROSS SECTION - HEAD
INLET SIDE OCEAN SIDE
INLET SIDE OCEAN SIDE
INLET SIDE OCEAN SIDE
ELEV. +2.5’
TOP OF SHEET PILE WALL
SHEET PILE WALL
EXISTING CONCRETE
ELEV. +2.5’
TOP OF SHEET PILE WALL
SHEET PILE WALL
EXISTING CONCRETE
10 20010
HORIZONTAL & VERTICAL
SCALE: 1" = 10’
T Y P
IC
A L
S E
C T
IO
N S
CN301
F Y .d g n
M B
S o
J e t T y p
X s e
40’ + / -
40’ + / - 40’ + / -
7’ (TYP.)
EL. 1.0’
EL. 1.0’
EL. 1.0’
EL. 1.0’
DISTANCE VARIES - SEE CROSS SECTIONS ON PLATE 308
6.
5.
4.
3.
2.
1.
OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.
SHALL BEGIN NECESSARY REPAIRS ONLY AFTER RECEIVING APPROVAL FROM THE CONTRACTING
OF THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. THE CONTRACTOR
OPERATION SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND TO THE SATISFACTION
WALL. ANY DAMAGE TO THE EXISTING CONCRETE SHEET PILE WALL CAUSED BY CONTRACTOR
CARE SHALL BE TAKEN AROUND THE CONCRETE SHEET PILE WALL TO PREVENT DAMAGE TO THE
OF THE EXISTING CONCRETE SHEET PILE WALL.
TO THE CENTERLINE OF THE SOUTH JETTY. THE CENTERLINE FOLLOWS THE APPROXIMATE CENTER
HORIZONTAL DIMENSIONS SHOWING THE LIMITS OF THE JETTY REPAIR ARE SHOWN WITH RESPECT
UTILIZED. THEY ARE ONLY INTENDED TO BE A GENERAL EXAMPLE OF PROPER STONE PLACEMENT.
ARE MERELY GENERAL REPRESENTATIONS, AND DO NOT MANDATE THE SIZE OF STONE TO BE
DEPICTED ON THE TYPICAL CROSS SECTIONS, AS WELL AS THE CROSS SECTIONS THEMSELVES, THE VERTICAL TOLERANCE OF PLUS 2’ ABOVE ELEVATION 1.0’ NAVD 88. PLEASE NOTE, THE STONES
THE HORIZONTAL AND VERTICAL LIMITS SHOWN. NO STONE SHALL BE PLACED SO AS TO EXCEED
AS SHOWN ON PLATES CN301 THRU CN308. STONE SHALL BE PLACED IN A SINGLE LAYER WITHIN
ARMOR STONE SHALL BE PLACED TO ACHIEVE THE DESIGN CROSS SECTIONS AND TOP ELEVATION, TO MEET EXISTING CONDITIONS.
DESIGNATED REPRESENTATIVE MAY MAKE ALTERATIONS IN THE NEW ARMOR STONE PLACEMENT
ARE SUBJECT TO CHANGE BY CURRENTS AND WAVES, THE CONTRACTING OFFICER OR HIS/HER
SINCE THE INLET/OCEAN BOTTOM AND TOP OF EXISTING ARMOR STONE ELEVATIONS SHOWN
THE HORIZONTAL AND VERTICAL LIMITS OF THE STONE PLACEMENT SHOWN ARE APPROXIMATE.
STONES.
SMOOTH AND UNIFORM AS SHOWN DUE TO THE IRREGULAR SURFACES OF THE EXISTING ARMOR
ON PLATES CN302 THRU CN308 ARE APPROXIMATE. THE ACTUAL GRADE LINES MAY NOT BE AS
THE EXISTING GRADE LINES SHOWN ON THE TYPICAL CROSS SECTIONS AND CROSS SECTIONS
MEAN LOWER LOW WATER.
AMERICAN VERTICAL DATUM OF 1988 (NAVD88). NAVD88 IS APPROXIMATELY 2.53 FEET ABOVE
ELEVATIONS SHOWN FOR THE JETTY REPAIR ARE IN FEET WITH RESPECT TO THE NORTH
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
(VARIES)
EXISTING GRADE
14 - 22 TON (TYP.)
1 LAYER NEW ARMOR STONE
14 - 22 TON (TYP.)
1 LAYER NEW ARMOR STONE
14 - 22 TON (TYP.)
1 LAYER NEW ARMOR STONE
(VARIES)
EXISTING GRADE
(VARIES)
EXISTING GRADE
20 40020
HORIZONTAL & VERTICAL
SCALE: 1" = 20’
CN302
F Y .d g n
M B
S o
J e t C ro s s X s e c
(B A
ID
IT
E M
S T
A
S T
A 1+
C R
O S S
S E
C T
IO
N S
T R
U N
K
19+50
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
19+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
20+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
20+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
20+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
20+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
21+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
21+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
21+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
21+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
-5
-10
-15
-20
-25
-30
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
OCEAN SIDEINLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
(TYP.)
STONE PLACEMENT
APPROX. LOCATION OF
(TYP.)
SCALE: 1" = 20’
CN303
(B A
IT
E M
S T
A
S T
A
C R
O S S
S E
C T
IO
N S
T R
U N
K
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
22+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
22+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
22+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
22+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
23+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
23+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
23+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
23+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
24+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
24+25
-5
-10
-15
-20
-25
-30
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
(TYP.)
STONE PLACEMENT
APPROX. LOCATION OF
SCALE: 1" = 20’
F Y .d g n
M B
S o
J e t C ro s s X s e
CN304
(B A
IT
E M
S T
A
S T
A
C R
O S S
S E
C T
IO
N S
T R
U N
K
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
24+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
24+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
25+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
25+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
25+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
25+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
26+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
26+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
26+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
26+75
-5
-10
-15
-20
-25
-30 E
L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
(TYP.)
STONE PLACEMENT
APPROX. LOCATION OF
STONE PLACEMENT
APPROX. LOCATION OF
20 40020
HORIZONTAL & VERTICAL
SCALE: 1" = 20’
CN305
(B A
IT
E M
S T
A
S T
A
C R
O S S
S E
C T
IO
N S
T R
U N
K
F Y .d g n
M B
S o
J e t C ro s s X s e
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
27+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
27+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
27+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
27+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
28+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
28+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
28+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
28+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
29+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
29+25
-5
-10
-15
-20
-25
-30 E
L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
T
IO
N
D E S
IG
N
A P P
R O
V E
D D
A T E
C H
IE
F
D E S
N E
N G
R S E
C T
IO
N
I
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
U T
H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
STONE PLACEMENT
APPROX. LOCATION OF
20 40020
HORIZONTAL & VERTICAL
SCALE: 1" = 20’
CN306
F Y .d g n
M B
S o
J e t C ro s s X s e
IT
E M
S T
A
S T
A 1+
C R
O S S
S E
C T
IO
N S
T R
U N
K
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
29+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
29+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
30+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
30+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
30+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
30+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
31+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
31+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
31+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
31+75
-5
-10
-15
-20
-25
-30 E
L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
INLET SIDE INLET SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
OCEAN SIDE OCEAN SIDE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
IP
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N
D E S
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N
A P P
R O
V E
D D
A T E
C H
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F
D E S
N E
N G
R S E
C T
IO
N
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W
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G T
O N
N O
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R O
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C O
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IN
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A R
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IN
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NUMBER
PLATE
N
N O
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N O
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R O
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IN
A M
A S
O N
B O
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IN
L E T
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J E T T
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J T
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M B
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SCALE: 1" = 20’
CN307
F Y .d g n
M B
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IT
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S T
A
S T
A
C R
O S S
S E
C T
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N S
T R
U N
K0
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
32+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
32+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
32+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
33+00
-5
-10
-15
-20
-25
-30
32+75
E L E
V A
T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T E
L E
V A
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IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
C
A
B C D
E F G H
F
M E
D A T E
R E
V
IE
W
D R
A W
D E
S Y
M B
O L
D E S
C R
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N
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N
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F
D E S
N E
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N
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IN
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IN
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NUMBER
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N
N O
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M B
1-
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(TYP.)
STONE PLACEMENT
APPROX. LOCATION OF
SCALE: 1" = 20’
CN308
F Y .d g n
M B
S o
J e t C ro s s X s e
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
33+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
33+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
33+75
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
34+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
34+25
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
34+50
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
35+00
-5
-10
-15
-20
-25
-30
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
35+25
-5
-10
-15
-20
-25
-30
34+75
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
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T
E L E
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N I
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N I
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N I
N F
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INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
INLET SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
OCEAN SIDE
-5
-10
-15
-20
-25
-30
0 25 50 75 100-25-50-75-100
33+00
-5
-10
-15
-20
-25
-30
E L E
V A
T
IO
N I
N F
E E
T
INLET SIDE OCEAN SIDE
(O P T
IO
N A L
B
ID
IT
1)
T
A
S T
A
C R
O S S
S E
C T
IO
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H
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D
C
A
B C D
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F
M E
D A T E
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V
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W
D R
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M B
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IP
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IO
N
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IG
N
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D D
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C H
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F
D E S
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N G
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C T
IO
N
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IL
M
IN
G T
O N
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IN
A
C O
R
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N G
IN
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U .S
A R
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IN
E
T R
IC
T
NUMBER
PLATE
N
N O
V
U N
T Y
N O
R
R O
L
IN
A M
A S
O N
B O
R O
IN
L E T
S O
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H
J E T T
Y
R
E P
A
IR
J T
H
L T C
M B
1-
G
(TYP.)
STONE PLACEMENT
APPROX. LOCATION OF
| PLANS FOR W912PM-15-B-0014 |
| GI01 - INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS |
| GI02 - PROJECT OVERVIEW MAP |
| CN101 - STONE PLACEMENT PLAN |
| CN301 - TYPICAL SECTIONS |
| CN302 - CROSS SECTIONS - TRUNK STA. 19+50 - STA. 21+75 (BASE BID ITEM) |
| CN303 - CROSS SECTIONS - TRUNK STA. 22+00 - STA. 24+25 (BASE BID ITEM) |
| CN304 - CROSS SECTIONS - TRUNK STA. 24+50 - STA. 26+75 (BASE BID ITEM) |
| CN305 - CROSS SECTIONS - TRUNK STA. 27+00 - STA. 29+25 (BASE BID ITEM) |
| CN306 - CROSS SECTIONS - TRUNK STA. 29+50 - STA. 31+75 (BASE BID ITEM) |
| CN307 - CROSS SECTIONS - TRUNK STA. 32+00 - STA. 33+00 (BASE BID ITEM) |
| CN308 - CROSS SECTIONS - HEAD STA. 33+00 - STA. 35+25 (OPTIONAL BID ITEM 1) |
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