SlvrLk_SmCk_Plans.pdf
PDF 16 MB Posted
- Attached to
- RECOVERY--Z--Project Numbers 074624, Smith's Creek and 016800, Silver Lake Harbor Breakwater Repair.
- Solicitation number
- W912HN-09-B-0034
About this file
PLANS
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ABSTRACT OF OFFERS.pdf | ||
| 09-B-0034 Silver lake-0001.pdf | ||
| SPECIFICATIONS.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
slsmckcover10.dgn 10/7/2009 9:32:35 AM brkwtr_overall.dgn 10/9/2009 8:44:03 AM slake_vic.dgn 10/8/2009 4:21:43 PM slake_existing.dgn 10/8/2009 3:54:02 PM
.3
.2
.2
.2
.1
.1
.0
.0
.9
.9
.9
.9
.9
.8
.8
.8
.6
.6
.5
.5
.5
.5
.4
.3
.3
.3
.3
.2
.2
.1
.0
.0
.0
.0
.9
.9
.7
.7
.7
.7
.6
.6
.6
.5
.5
.5
.4
.4
.4
.3
.2
.2 -
.2
.2
.1
.0
.0
.0
.9
.9
.9
.9
.9
.8
.8
.8
.8
.7
.7
.6
.5
.5
.5
.5
.5
.5
.5
.5
.4
.4
.4 -
.4
.4
.4
.4
.3
.3
.3
.3
.2
.2
.2
.2
.1
.1
.1
.1
.0
.0
.0
.0
-1
-12
-12
.9
.9
.9
.9 -
.9
.8
.8
.7
.7
.7
.7
.6
.6
.6
.6
.6
.5
.5
.5
.5
.5
.5
.5
.4
.4
.4
.3
.3
.3
.3
.3
.2
.2
.2
.2
.2
.1
.1
.1
.1
.1
.0
.0
.0
.0
.0
.9
.9
.9
.9
.9 -
.8
.7 -
.7
.7 -
.7
.6
.6
.6
.5 -
.5
.5 -
.5
.4
.4
.4
.4
.4
.3
.3
.3
.3
.3
.2
.2
.2
.2
.2
.2
.2
.2
.1
.0
.0
.0
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
8.
8.
9 - 8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
0 - 8.
8.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
6.
9 -
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
3 -
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5 - 5.
5.
5.
5.
5.
5.
3 - 5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
3.
9 - 3.
8 - 3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
2 - 3.
3.
3.
3.
3.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
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.
1.
1.
1.
1.
1.
1.
1.
1.
0.
0.
0.
0.
0.
0.
8 - 0.
0.
0.
8 - 0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
6 - 0.
0.
0.
0.
0.
-0 .6
0.
0.
0.
0.
6 - 0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
5 - 0.
0.
0.
0.
0.
4 - 0.
4 - 0.
0.
0.
0.
0.
0.
0.
4 - 0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
3 - 0.
0.
3 - 0.
0.
0.
0.
0.
-0 .2
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1 - 0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
RANGE 2
N 510,319.5
E 2,900,415.0
N 510,392.1
E 2,899,940.7 N
OCRACOKE, NC
4+0 3.
JETTY REHAB
APPROXIMATE LIMITS OF EXPOSED
JETTY DURING SURVEY
SURVEY DATE: 25, 26, 29 MAY 2009
HORIZONTAL DATUM: NAD 1983
SOUNDINGS AND TOP OF EXISTING ARMOR STONE ELEVATIONS ARE EXPRESSED IN
FEET AND TENTHS AND REFER TO LOCAL MEAN LOW WATER (MLW).
CHANNEL AND WATERS IN VICINITY OF SILVER LAKE HARBOR NORTH JETTY
TOPO SURVEY OF EXISTING ARMOR STONE AND SHORELINE WAS PERFORMED IN APRIL
SINCE THE CHANNEL BOTTOM AND TOP OF EXISTING ARMOR STONE ELEVATIONS
SHOWN ARE SUBJECT TO CHANGE DUE TO CURRENTS AND WAVES, THE CONTRACTING
OFFICER MAY MAKE MINOR ALTERATIONS IN THE NEW ARMOR STONE PLACEMENT
LIMITS TO MEET EXISTING CONDITIONS AT THE TIME OF CONSTRUCTION.
THE INTENT OF THE WORK IS TO REHABILITATE THE EXISTING NORTH JETTY BY
PLACING NCDOT CLASS 1 UNDERLAYER STONE AND 1 TON ARMOR STONE TO PROVIDE
A FINISHED CROSS SECTION AS SHOWN BY THE TYPICAL SECTIONS AND CROSS
IS TO PROVIDE A BEDDING SURFACE FOR THE NEW ARMOR STONE LAYER. GAPS IN
THE EXISTING ARMOR STONE SHALL BE FILLED IN WITH UNDERLAYER STONE TO
PROVIDE A UNIFORM SURFACE UPON WHICH TO PLACE THE NEW 1 TON ARMOR STONE.
FOR PLACEMENT OF THE NEW ARMOR STONE TO THE REQUIRED FINISHED ELEVATION
AND IN ACCORDANCE WITH THE TOLERANCES REQUIRED IN THE SPECIFICATIONS.
NOTES
TIDE GAGE LOCATED AT LIGHT #9, LOCAL MEAN LOW WATER.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
SURVEYED IN APRIL AND JUNE 2009 WITH DISTRICT SURVEY VESSEL "J. WELLS"
SEE PLATE P-5 FOR PROFILE
SEE PLATES P-6 & P-7 FOR CROSS SECTIONS
SEE PLATE P-4 FOR TYPICAL SECTIONS
SECTIONS SHOWN ON PLATES P-4, P-6 & P-7. THE PURPOSE OF THE UNDERLAYER STONE
USING DGPS HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING
EQUIPMENT.
2009.
CONTROL POINT
NORTH BASE
SEE NOTE 6
ELEVATION = 2.634’ LOCAL MLW
CENTERLINE
APPROX. LOCATION OF
EXISTING GRANITE
STONE REVETMENT
N 510,344.0
E 2,900,000.0
N 510,257.0
E 2,900,773.0
"9"
FEDERAL CHANNEL PRISM LINE (TYP.)
APPROX. SHORELINE
NCGS CONTROL POINT NORTH BASE: EASTING 2900676.95 NORTHING 510423.30
RELOCATION OF EXISTING ARMOR STONE MAY BE NECESSARY TO ALLOW
EXISTING ARMOR STONE WHICH REQUIRE RELOCATION SHALL BE MOVED TO OTHER LOCATIONS
WITHIN THE EXISTING FOOTPRINT OF THE STRUCTURE TO FILL IN LOW SPOTS AND PROVIDE A
BEDDING SURFACE FOR THE NEW ARMOR STONE.
UNDERLAYER STONE AND ARMOR STONE SHALL BE PLACED IN THE APPROXIMATELY
50’ LOW AREA ON THE SHOREWARD SIDE OF THE EXIST. GRANITE STONE REVETMENT BETWEEN
APPROX. STATION 0+40 AND 0+90. EXCAVATION OF HIGH GROUND MAY BE NECESSARY FOR
PLACEMENT OF UNDERLAYER AND ARMOR STONE. EXISTING SHORELINE VEGETATION SHALL NOT
BE DISTURBED. EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
NCDOT FERRY OPERATIONS SHALL NOT BE IMPACTED BY CONTRACTOR OPERATIONS
AND/OR LAYOUT OF PLANT. THE NCDOT FERRY SCHEDULE IS AVAILABLE AT THE
FOLLOWING INTERNET SITE: http://www.ncdot.org/transit/ferry/
CONSTRUCTION IS PLANNED FOR A ROCK SILL SHORELINE STABILIZATION PROJECT
ADJACENT TO THE SILVER LAKE HARBOR NORTH JETTY. THE ROCK SILL WILL BE CON-
STRUCTED ON THE NORTH SIDE OF THE NORTH JETTY AND WILL BE ORIENTED ROUGHLY
PARALLEL TO THE EXISTING SHORELINE. CONSTRUCTION OF THE STATE OF NORTH
CAROLINA SPONSORED ROCK SILL PROJECT MAY BE CONCURRENT WITH THE WORK
UNDER THIS CONTRACT. THE CONTRACTOR SHALL COORDINATE THE CONTRACT
OPERATIONS WITH OTHER CONTRACTORS IN THE AREA AS NEEDED TO AVOID CONFLICTS
AND DELAYS.
s la k e e x is t in g .d g n
.0
.0
.0
.0
.0
.0
"7"
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.2 0
.2
.2
.2 0
.2
.2
.2
.2
.2
.2
.3
.3
.3
.3
.3
.3
.3
.3
.3
.4
.4
.4
.4
.4
.5 0
.5
.5
.5
.5
.5
.5
.6
.6
.6
.6
.7
.7
.7
.7
.7
.8
.8
.8
.8
.8
.8
.8 0
.8
.8
.8
.9
.9
.9
.9
.9
.9
.9
.9
.9
.9
.9
.9
.9
.9 0
.9
.0
.0
.0
.0
.0
.0
.0
.0 1
.0
.0
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.2
.2
.2
.2
.2
.3
.3
.3
.3
.3
.3
.3
.3
.3
.4
.4
.4
.4
.4
.5
.5
.5
.5
.5
.5
.5
.6
.6
.6
.8
.9
.0
.0
.0 2
.0
.1
.1 2
.1 .1
.1
.2
.2
.2
.2
.2
.2
.2
.3
.3
.3
.3 2
.3
.3
.3
.4
.4
.4
.4
.4
.4
.4 2
.4
.4 2
.4
.4
.5
.5
.5
.5
.5
.5
.5
.5
.5
.6
.6
.6
.6
.7 2
.7
.7
.7
.7
.7
.7
.7
.7
.7
.8
.8
.8 2
.8
.8
.8
.8
.8
.8
.8
.8
.8
.8
.8
.8
.8 2
.8 2 .8
.8
.8
.9
.9
.9
.9
.9
.9
.9
.9
.9
.9
.0
.0
.0
.0
.0
3.
.0
.0
.0
.0
.0
.1
.1
.1
.1
.1
.1
.1
.1
.2
.2
.2
.2
.2
.2
.2
.2
.2
.3
.3
.3
.4
.5
.5
.5
.5
.5
.6
.7
.7
.7
.7
.8
.8
.8
.8
.8
.9
.9
.9
.1
.1
.1
.2
.2
.2
.3
.3
.3
.4
.4
.4
.4
.5
.6
.7
.7
.7
.8
.9
.9
.0
.1
.1
.3
.9
S S
J T
H
E F
D
N O
R T
H
J E T T
Y
A N
D
B R
E A
K W
A T E
H A
B
S
IL
V
L
K
S M
IT
H
C
E E
K
O C
R A
C O
O
IE
N T
A L
N C
SHEET 3 OF 13
P-3
S
IT
E
P L A
N S
IL
V
R B
O R
N O
R T
H
J E T T
Y
R
E H
A B
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
IL
M E
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
C O
R P
F
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
IN
G
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
IG
C T
IO
T
SCALE IN FEET
060 30 30 60 90
SCALE: 1" = 30’
typsect.dgn 10/8/2009 4:01:49 PM
SCALE IN FEET
SCALE: 1" = 10’
20 10 10 20 30
ELEV. +5’ MLW
CL
15’ 15’ 5’5’
NCDOT CLASS 1
UNDERLAYER STONE
MAX. SLOPE
2H:1V
1’ MIN. THICKNESS
1’ MIN. THICKNESS
7’ MIN. CREST WIDTH
1 TON ARMOR STONE (TYP.)
EXISTING BOTTOM
3.5’
S T
A
15’ 15’ 5’5’
7’ MIN. CREST WIDTH
LC
1 TON ARMOR STONE (TYP.)
ELEV. +5’ MLW
MAX. SLOPE
2H:1V
1’ MIN. THICKNESS
FILL IN GAPS WITH NCDOT
CLASS 1 UNDERLAYER STONE
NCDOT CLASS 1
UNDERLAYER STONE
EXISTING
BOTTOM
EXISTING
BOTTOM
EXISTING STONE (TYP.)
EXISTING STONE (TYP.)
5’
1’ MINIMUM THICKNESS
TYPICAL SECTION SILVER LAKE HARBOR NORTH JETTY
BETWEEN APROX. STATION 0+40 & 0+90
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
-5
-10
-15
-20
3+50 3+75 4+00 4+25 4+50 4+75 5+00
-5
-10
-15
2H:1V MAX.
SLOPE
NEW 1 TON
ARMOR STONE (TYP.)
NCDOT CLASS 1
UNDERLAYER STONE
TYPICAL SECTION SILVER LAKE HARBOR NORTH JETTY
FOR STRUCTURE BEYOND STATION 0+90
HEAD SECTION ALONG CENTERLINE
SILVER LAKE HARBOR NORTH JETTY
F E
D E
R
A N
N
E F
E D
E R
A N
N
E t y p s e c t .d g n
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
SHEET 4 OF 13
P-4
T Y P
IC
A L
S E
C T
IO
N S
S
IL
V
R B
O R
N O
R T
H
J E T T
Y
R
E H
A B
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T slake_profile.dgn 10/8/2009 4:03:57 PM
-5
-10
-15
E L
E V
A T
IO
E T
L
O C
W
T E
R
-5
-10
-15
2+50
2+50
NOTES:
1. BEGIN WORK AT APPROXIMATELY STATION 0+40.
NEW STONE PLACEMENT SHALL TIE INTO EXISTING
STONE AND EXISTING GROUND.
SCALE IN FEET
SCALE: 1" = 10’
1020 10 20 30
SHEET 5 OF 13
P-5
P R
O F
IL
E S
IL
V
R B
O R
N O
R T
H
J E T T
Y
R
E H
A B s la k e p r o f il e .d g n
2. EXISTING SHORELINE GRANITE STONE REVETMENT INTERSECTS
WITH THE SILVER LAKE HARBOR NORTH JETTY AT APPROXIMATELY
STATION 90+00. NEW STONE SHALL BE PLACED TO TIE INTO THE
EXISTING GRANITE STONE REVETMENT. MOVING OR SHIFTING OF
EXISTING GRANITE REVETMENT STONE IS NOT REQUIRED.
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N
T
-5
-10
-15
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25
E L
E V
A T
IO
E T
L
O C
T E
R
S T
A
EXISTING TOP OF ROCK AND GROUND
DISTANCE IN FEET
TOP OF NEW ARMOR STONE, ELEV. 5’
-5
-10
-15
2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00
DISTANCE IN FEET
3.5’
2H
1V
EXISTING BOTTOM
slake_xsect.dgn 10/8/2009 4:05:47 PM
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
0+00
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
0+25
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
0+50
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
0+75
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
1+00
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
1+25
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
1+50
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
1+75
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
2+00
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
2+25
-5
-10
-15
-20
0 25 50 75 100-25-50-75-100
2+50
-5
-10
-15
0 25 50 75 100-25-50-75-100
2+75
-5
-10
-15
0 25 50 75 100-25-50-75-100
3+00
-5
-10
-15
0 25 50 75 100-25-50-75-100
3+25
E L
E V
A T
IO
E T
L
O C
T E
R
DISTANCE IN FEET (TYP.)
EXISTING
PROFILE (TYP.)
PLACEMENT LIMITS FOR 1 TON
ARMOR STONE (TYP.)
NCDOT CLASS 1
UNDERLAYER STONE (TYP.)
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15 s la k e x s e c t .d g n
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
SHEET 6 OF 13
P-6
C R
O S S
S E
C T
IO
N S
S T
A
T
H
U
A
S
IL
V
R B
O R
N O
R T
H
J E T T
Y
R
E H
A B
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T slake_xsect.dgn 10/8/2009 4:06:09 PM
-5
-10
-15
0 25 50 75 100-25-50-75-100
3+50
-5
-10
-15
0 25 50 75 100-25-50-75-100
3+75
-5
-10
-15
0 25 50 75 100-25-50-75-100
4+00
-5
-10
-15
0 25 50 75 100-25-50-75-100
4+25
-5
-10
-15
0 25 50 75 100-25-50-75-100
4+50
-5
-10
-15
0 25 50 75 100-25-50-75-100
4+75
-5
-10
-15
0 25 50 75 100-25-50-75-100
4+80
E L
E V
A T
IO
E T
L
O C
T E
R
PLACEMENT LIMITS FOR 1 TON
ARMOR STONE (TYP.)
EXISTING
PROFILE (TYP.)
NCDOT CLASS 1
UNDERLAYER STONE (TYP.)
DISTANCE IN FEET (TYP.)
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15 s la k e x s e c t .d g n
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
P-7
SHEET 7 OF 13
C R
O S S
S E
C T
IO
N S
S T
A
T
H
A
S
IL
V
R B
O R
N O
R T
H
J E T T
Y
R
E H
A B
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T smck_vic.dgn 10/8/2009 4:20:07 PM smck_existing.dgn 10/8/2009 4:07:29 PM
-1 6.
-1 5.
-1
4.
-1 4.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
1-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-1 2.
-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 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.
-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.
-10
-9 .9
-9 .9
-9 .8
-9 .6
-9 .2
-9 .1
-9 .1
-9 .0
-8 .9
-8 .9
-8 .9
-8 .9
-8 .7
-8 .7
-8 .7
-8 .7
-8 .6
-8 .6
-8 .6
-8 .5
-8 .5
-8 .5
-8 .5
-8 .4
-8 .4
-8 .3
-8 .3
-8 .3
-8 .3
-8 .3
-8 .3
-8 .3
-8 .2
-8 .2
-8 .1
-8 .1
-8 .1
-8 .1
-8 .1
-8 .1
-8 .0
-8 .0
-8 .0
-8 .0
-8 .0
-7 .9
-7 .9
-7 .9
-7 .9
-7 .9
-7 .8
-7 .8
-7 .8
-7 .6
-7 .6
-7 .5
-7 .5
-7 .4
-7 .4
-7 .3
-7 .3
-7 .3
-7 .2
-7 .2
-7 .1
-7 .1
-7 .0
-7 .0
-7 .0
-7 .0
-6 .8
-6 .8
-6 .7
-6 .7
-6 .7
-6 .6
-6 .6
-6 .6
-6 .5
-6 .5
-6 .4
-6 .3
-6 .2
-6 .2
-6 .2
-6 .1
-6 .1
-6 .1
-6 .1
-6 .1
-5 .9
-5 .9
-5 .9
-5 .7
-5 .6
-5 .5
-5 .5
-5 .2
-5 .1
-5 .1
-5 .0
-4 .9
-4 .7
-4 .7
-4 .7
-4 .5
-4 .5
-4 .4
-4 .4
-4 .4
-4 .4
-4 .4
-4 .3
-4 .2
-4 .1
-4 .1
-4 .1
-4 .1
-4 .0
-4 .0
-4 .0
-4 .0
-4 .0
-4 .0
-3 .9
-3 .9
-3 .9
-3 .9
-3 .8
-3 .8
-3 .8
-3 .8
-3 .8
-3 .7
-3 .7
-3 .7
-3 .7
-3 .7
-3 .7
-3 .7
-3 .7
-3 .6
-3 .6
-3 .6
-3 .6
-3 .6
-3 .6
-3 .6-3
.6
-3 .6
-3 .5
-3 .5
-3 .5
-3 .5
-3 .5
-3 .5
-3 .5
-3 .5
-3 .5
-3 .5
-3 .4
-3 .4
-3 .4
-3 .4
-3 .4
-3 .3
-3 .3
-3 .3
-3 .3
-3 .3
-3 .3
-3 .2
-3 .2
-3 .1
-3 .1
-3 .1
-3 .0
-3 .0
-3 .0
-2 .9
-2 .9
-2 .8
-2 .8
-2 .7
-2 .7
-2 .5
-2 .5
-2 .5
-2 .5
-2 .3
-2 .3
-2 .2
-2 .2
-2 .2
-2 .0
-2 .0
-1 .6
-1 .0
-0 .8
-0 .8
-0 .8
-0 .7
-0 .7
-0 .6
-0 .6
-0 .5
-0 .5
-0 .5
-0 .5
-0 .5
-0 .4
-0 .4
-0 .4
-0 .4
-0 .3
-0 .3
-0 .3
-0 .2
-0 .2
-0 .2
-0 .1
-0 .1
-0 .1
-0 .0
BREAKWATER REHAB
SEE PLATE P-10 FOR TYPICAL SECTIONS
SEE PLATE P-11 FOR PROFILE
SEE PLATES P-12 & P-13 FOR CROSS SECTIONS
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0 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.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
4.
04.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
6.
6.
6.
6.
6.
6.
6.
6.
6.
SCALE IN FEET
060 30 30 60 90
SCALE: 1" = 30’
TOWN DOCK
N 471,007.3
E 2,688,840.6
N 471,215.7
E 2,689,508.9
.5
CHANNEL P
RIS
M
LIN
E
(TYP.)
N
1.
2.
3.
4.
5.
7.
8.
CHADWICK POINT
ORIENTAL, NC
NOTES
HORIZONTAL DATUM: NAD 1983
SOUNDINGS AND TOP OF EXISTING ARMOR STONE ELEVATIONS ARE EXPRESSED IN
FEET AND TENTHS AND REFER TO LOCAL MEAN LOW WATER (MLW).
TIDE GAGE LOCATED AT: FISHING PIER, ORIENTAL DATUM.
EASTING 2689430.449 NORTHING 471270.629
CHANNEL AND WATERS IN VICINITY OF BREAKWATER SURVEYED IN MAY 2009 WITH
DISTRICT SURVEY VESSEL "J. WELLS" USING DGPS HORIZONTAL POSITIONING
EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TOPO SURVEY OF EXISTING ARMOR STONE AND SHORELINE WAS PERFORMED IN MAY
2009.
NCGS CONTROL POINT PRESCOTT: EASTING 2686708.324 NORTHING 481868.239
ELEVATION = 8.191’ LOCAL MLW
SINCE THE CHANNEL BOTTOM AND TOP OF EXISTING ARMOR STONE ELEVATIONS
SHOWN ARE SUBJECT TO CHANGE DUE TO CURRENTS AND WAVES, THE CONTRACTING
OFFICER MAY MAKE MINOR ALTERATIONS IN THE NEW ARMOR STONE PLACEMENT
LIMITS TO MEET EXISTING CONDITIONS AT THE TIME OF CONSTRUCTION.
THE INTENT OF THE WORK IS TO RESTORE THE SETTLED AREA OF THE EXISTING
BREAKWATER. NEW 1 TON ARMOR STONE SHALL BE PLACED TO PROVIDE A FINISHED
CROSS SECTION AS SHOWN BY THE TYPICAL SECTIONS AND CROSS SECTIONS SHOWN
ON PLATES P-10, P12 & P-13. PLACEMENT OF 1 FULL LAYER OF 1 TON ARMOR STONE
SHALL BEGIN AT STATION 4+00 AND EXTEND TO STATION 6+50. FROM STATION 4+00
TO 3+75 TRANSITION TO TIE IN TO EXISTING ARMOR STONE BY SLOPING AND FILLING
IN GAPS. NO WORK IS REQUIRED SHOREWARD OF STATION 3+75.
6.
CENTERLINE
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
SHEET 9 OF 13
S
IT
E
P L A
N S
M
IT
E E
K B
R E
A K
W A T
H A
B
P-9 s m c k e x is t in g .d g n
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T typsect.dgn 10/8/2009 4:02:37 PM
SCALE: 1" = 10’
20 10 10 20 30
-5
-10
-15
6+00 6+25 6+50 6+75 7+007+00
3.5’
EXISTING BOTTOM
S T
A
0 25 50-25-50
CL
15’ 15’
CREST ELEVATION VARIES
-5
-10
-15
HEAD SECTION ALONG CENTERLINE
SMITHS CREEK BREAKWATER
TYPICAL SECTION
SMITHS CREEK BREAKWATER
NEW 1 TON ARMOR
STONE (TYP.)
TOP OF EXISTING
ARMOR STONE
2H:1V MAX.
SLOPE
ESITMATED TOP OF NEW 1 TON
ARMOR STONE (TOP ELEV. VARIES)
t y p s e c t .d g n
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
P-10
T Y P
IC
A L
S E
C T
IO
N S
S M
IT
E E
K B
R E
A K
W A T
H A
B
SHEET 10 OF 13
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T smck_profile.dgn 10/8/2009 4:08:42 PM
L
E V
I
E T
E L
E V
E T
E L
E V
E T
NOTE: ALL ELEVATIONS ARE BASED ON LOCAL MEAN LOW WATER
-5
-10
-15
-5
-10
-15
2+50
5+00
-5
-10
-15
5+00
-5
-10
-15
2+50
SCALE IN FEET
SCALE: 1" = 10’
1020 10 20 30
P R
O F
IL
E S
M
IT
E E
K B
R E
A K
W A T
H A
B
P-11
SHEET 11 OF 13
s m c k p r o f il e .d g n
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N
T
-5
-10
-15
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25
STATIONING IN FEET
TOP OF EXISTING ARMOR STONE
2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75
STATION 4+00
BEGIN 1 FULL LAYER OF 1 TON ARMOR STONE
IN ACCORDANCE WITH TYPICAL SECTION
FROM STATION 4+00 TO 3+75 TRANSITION
TO TIE INTO EXISTING STONE BY SLOPING
AND FILLING IN GAPS WITH 1 TON ARMOR STONE
NO WORK REQUIRED SHOREWARD OF STATION 3+75
STATIONING IN FEET
-5
-10
-15
5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+007+00
3.5’
2H
1V
EXISTING BOTTOM
STATIONING IN FEET
ESTIMATED TOP OF NEW 1 TON
ARMOR STONE (TOP ELEV. VARIES)
smck_xsect.dgn 10/8/2009 4:10:15 PM
SCALE: 1" = 20’
2040 20 40 60
-5
-10
-15
0 25 50 75 100-25-50-75-100
0+00
-5
-10
-15
0 25 50 75-25-50-75-100
0+25
-5
-10
-15
-20
0 25 50 75-25-50-75-100
0+50
-5
-10
-15
-20
0 25 50 75-25-50-75-100
0+75
-5
-10
-15
-20
0 25 50 75-25-50-75-100
1+00
-5
-10
-15
0 25 50 75-25-50-75-100
1+25
-5
-10
-15
0 25 50 75-25-50-75-100
1+50
-5
-10
-15
0 25 50 75-25-50-75-100
1+75
-5
-10
-15
0 25 50 75-25-50-75-100
2+00
-5
-10
-15
0 25 50 75-25-50-75-100
2+25
-5
-10
-15
0 25 50 75-25-50-75-100
2+50
-5
0 25 50 75-25-50-75-100
2+75
-5
-10
-15
0 25 50 75-25-50-75-100
3+00
-5
-10
-15
0 25 50 75-25-50-75-100
3+25
-5
-10
-15
0 25 50 75-25-50-75-100
3+50
-5
-10
-15
0 25 50 75-25-50-75-100
3+75 E
L E
V A
T I
O N
E T
L O
C
T E
R
DISTANCE IN FEET
DISTANCE IN FEET
NOTE: CROSS SECTIONS FOR STATIONS 0+00 TO 3+50 ARE PROVIDED
FOR INFORMATION ONLY. NO WORK IS REQUIRED IN THIS AREA.
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-5
-10
-15
-20
-10
-15
-5
-10
-15
EXISTING
PROFILE (TYP.)
s m c k x s e c t .d g n
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
SHEET 12 OF 13
P-12
C R
O S S
S E
C T
IO
N S
S T
A
T
H
A
S M
IT
E
E A
K W
A T
H A
B
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T smck_xsect.dgn 10/8/2009 4:10:32 PM
SCALE: 1" = 20’
2040 20 40 60
-5
-10
-15
0 25 50 75-25-50-75-100
4+00
-5
-10
-15
0 25 50 75-25-50-75-100
4+25
-5
-10
-15
0 25 50 75-25-50-75-100
4+50
-5
-10
-15
0 25 50 75-25-50-75-100
4+75
-5
-10
-15
0 25 50 75-25-50-75-100
5+00
-5
-10
-15
0 25 50 75-25-50-75-100
5+25
-5
-10
-15
0 25 50 75-25-50-75-100
5+50
-5
-10
-15
0 25 50 75-25-50-75-100
5+75
-5
-10
-15
0 25 50 75-25-50-75-100
6+00
-5
-10
-15
0 25 50 75-25-50-75-100
6+25
-5
-10
-15
-20
0 25 50 75-25-50-75-100
6+50
-5
-10
-15
-20
0 25 50 75-25-50-75-100
6+75
-5
-10
-15
-20
0 25 50 75-25-50-75-100
7+00
EXISTING
PROFILE (TYP.)
PLACEMENT LIMITS FOR ONE LAYER
OF 1 TON ARMOR STONE (TYP.)
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-20
-5
-10
-15
-20
MAXIMUM 2H:1V
SIDESLOPES
s m c k x s e c t .d g n
S S
J T
H
E F
D
N O
R T
H
J E T
E A
K W
A T
H A
B
S
IL
V
E E
K
O C
R A
C O
IE
N T
A L
N C
P-13
SHEET 13 OF 13
C R
O S S
S E
C T
IO
N S
S T
A
T
H
A
S M
IT
E
E A
K W
A T
H A
B
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
T
| Plans for Solicitation W12HN-09-B-0034 |
| P-1 VICINITY MAP AND INDEX OF DRAWINGS |
| Silver Lake Harbor North Jetty Rehab |
| P-2 LOCATION MAP SILVER LAKE HARBOR NORTH JETTY REHAB |
| P-3 SITE PLAN - SILVER LAKE HARBOR NORTH JETTY REHAB |
| P-4 TYPICAL SECTIONS - SILVER LAKE HARBOR NORTH JETTY REHAB |
| P-5 PROFILE - SILVER LAKE HARBOR NORTH JETTY REHAB |
| P-6 CROSS SECTIONS STA. 0+00 THRU STA. 3+25 - SILVER LAKE HARBOR NORTH JETTY REHAB |
| P-7 CROSS SECTIONS STA. 3+50 THRU STA. 4+80 - SILVER LAKE HARBOR NORTH JETTY REHAB |
| Smiths Creek Breakwater Rehab |
| P-8 LOCATION MAP SMITHS CREEK BREAKWATER REHAB |
| P-9 SITE PLAN - SMITHS CREEK BREAKWATER REHAB |
| P-10 TYPICAL SECTIONS - SMITHS CREEK BREAKWATER REHAB |
| P-11 PROFILE - SMITHS CREEK BREAKWATER REHAB |
| P-12 CROSS SECTIONS STA. 0+00 THRU STA. 3+75 - SMITHS CREEK BREAKWATER REHAB |
| P-13 CROSS SECTIONS STA. 4+00 THRU STA. 7+00 - SMITHS CREEK BREAKWATER REHAB |
File details come from the government source that posted it. Updated .