H.08.01 Drawings-Fishing Creek FINAL Jetty and Dredge W912DR22B0014.pdf
PDF 12 MB Posted
- Solicitation number
- W912DR22B0014
About this file
This document outlines a federal contract opportunity for the rehabilitation of the southern jetty at Fishing Creek and maintenance dredging of the Fishing Creek federal navigation channel in Calvert County, Maryland. The scope of work includes rehabilitating approximately 1,000 feet of the southern jetty to a height of 6 feet MLLW using 1.5 to 3 ton capstone in three segmented sections. An access channel of no more than 75 feet wide and 10 feet MLLW deep will need to be dredged prior to construction work due to lack of land access. Approximately 22,000 cubic yards of material will be hydraulically dredged from the federal navigation channel and transported via pipeline to an existing nearby upland placement site for disposal. The three existing weir boxes at the placement site will also need to be replaced. This 100% small business set-aside opportunity is issued by the U.S. Army Corps of Engineers Baltimore District under solicitation number W912DR22B0014.
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A1
A9
GBN #3
S T
A T I
O N
S T
A T I
O N
RBN #2
JETTY
STONE JETTY
STONE J
ETTY
C H E
SA
P E A
K E
B A
Y
GBN #1
5.8
6.0
6.0 6.0
6.1 6.1
6.1
6.1
6.1
6.2
6.2
6.2
6.2 6.2
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.4
6.4
6.4
6.4
6.4
6.4 6.4
6.4
6.4
6.4
6.4
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5 6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6
6.6
6.6
6.6 6.66.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6
6.6
6.6
6.6
6.7
6.7
6.7
6.7
6.7
6.7
6.76.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7 6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.86.8
6.8
6.8
6.8
6.8
6.86.8
6.8
6.8
6.8
6.8
6.8 6.8
6.86.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.86.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.9
6.96.9
6.9
6.9
6.9
6.9 6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.96.9
6.9
6.9 6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.07.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.07.0
7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.1
7.1
7.1
7.1
7.17.1
7.1
7.1
7.17.1
7.1
7.1
7.1
7.1
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.27.2
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3 7.3
7.3
7.4
7.4
7.4
7.4
7.4 7.4
7.4 7.4
7.4
7.4
7.4 7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5 7.5
7.6
7.6
7.6
7.6
7.6 7.6
7.6
7.7
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.8
7.8
7.8
7.8 7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.9
7.9
7.9 7.9
8.0
8.0
8.0
8.0
8.1
8.1
8.1
8.1
8.1
8.1
8.1 8.2
8.2
8.2
8.2
8.2
8.3
8.3
8.3 8.3
8.3
8.4 8.4
8.4
8.4
8.4
8.48.5
8.5
8.5
8.5
8.5
8.6
8.6
8.6
8.6
8.6
8.6
8.68.6
8.7 8.7
8.7
8.7 8.7
8.7 8.7
8.7
8.7
8.7
8.8
8.8 8.8
8.8
8.8
8.8 8.8
8.8 9.0
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b y
S u b m it te d b
P l o t d a t s ig n f il e n o
C h ie f N a v B r a n c w n b y
D r a w in g c o d o t s c a l
B
C
D
2 3 5
E
,4 ,5
N 372,500
FISHING CREEK
N 373,000
N 373,500
N 374,000
N 374,500
N 375,000
E
,4 ,0
E
,4 ,5
E
,4
,0
E
,4
,5
E
,4 ,0
E
,4 ,5
E
,4
,0
E
,4 ,5
E
,4 ,0
E
,4 ,5
E
,4
,0
E
,4
,5
E
,4 ,0
E
,4 ,5
E
,4
,0
N 372,500
N 373,000
N 373,500
N 374,000
N 374,500
N 375,000
N
0 100 100 200FT
SCALE IN FEET
number:
reference
Sheet
C A
L V
E R
T C
O U
N T
Y
M A
R Y
L A
N D
F
IS
H
IN
G C
R E
E K
S T
A T
I O
N
T
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B A
L T
IM
O
R E
D
IS
T R
IC
T
W
P
J A
H A
W P
M a r k
D e s c r ip ti o n M a r k
A p p r
D a te
D e s c r ip ti o n D a te
A p p r
US Army Corps of Engineers
Baltimore District
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G
M A
R C
H
F il e n a m e :M
D M
D
V-102 Sheet 2 of
M A
T C
H L I
N
H
E E
T
1. STATIONS ARE AT 1000' INTERVALS.
7. PROJECT DEPTH: 7 FEET.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING SYSTEM.
8. CHANNEL WIDTH IS 60 & 100 FEET.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER AND A 200KHZ TRANSDUCER.
NOTE:
(1900) COORDINATE SYSTEM.
9. HYDROGRAPHIC SURVEY WAS PERFORMED ON 20, 21, & 26 OCTOBER 2020.
3. VERTICAL DATUM: MLLW FOR THE '83-'01 TIDAL EPOCH.
10. RTK TIDES WERE APPLIED TO THE HYDROGRAPHIC SURVEY.
11. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
F I L
E
M
A P
A9 1448871.37 373774.98
A8 1445045.0 373340.01
A7 1445195.81 373797.26
A6 1445309.78 373759.68
A5 1445209.57 373455.77
A4 1445234.87 373421.98
A3 1445834.11 373490.10
A2 1446028.32 373552.43
A1 1448860.08 373874.34
POINT NORTHING EASTING
DREDGE AREA COORDINATES
DEPTH =< 7.00 FEET
DEPTH 7.00 - 7.99 FEET
DEPTH 8.00 - 8.99 FEET
DEPTH => 9.00 FEET
1 FOOT ALLOWABLE OVERDEPTH TO 8 FEET M.L.L.W.
AREA TO BE DREDGED TO 7 FEET M.L.L.W. WITH A
A2
A3
A4
A5
A6
A7
A8
GBN #3
STATION 4+223
S T
A T I
O N
S T
A T I
O N
RBN #2
JETTY
STONE JETTY
STONE J
ETTY
S T
A T
E
R O
U T E
FIXED BRIDGE
STONE
W O
O D
R
E A
K W
A T
E R
CALVERT COUNTY
CHESAPEAKE BEACH
STATION 4+000
MARKER
FRONT RANGE
PIER
RDM #4
GBN #3
STATION 4+223
S T
A T I
O N
60 FCD 3
RBN #2
JETTY
STONE JETTY
STONE J
ETTYFIXED BRIDGE
STONE
W O
O D
E A
K W
A T
E R
CALVERT COUNTY
CHESAPEAKE BEACH
STATION 4+000
MARKER
FRONT RANGE
2.3
2.3
2.4 2.5
2.6
2.6
2.7
2.7
2.8 2.93.0
3.1
3.1
3.2
3.2
3.2
3.2
3.2
3.3
3.3
3.3
3.3
3.3
3.3
3.4
3.4
3.4
3.5
3.5
3.6
3.6
3.6
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.8
3.8
3.8
3.9
3.9
3.9
3.9
3.9
4.0
4.0
4.0
4.0
4.1
4.1
4.14.2
4.2 4.2
4.2
4.2
4.2
4.2
4.3
4.3 4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.4
4.4
4.4
4.4
4.4
4.44.4
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.6
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.8
4.8
4.8
4.8
4.8
4.8 4.8
4.8
4.8
4.9
4.9
4.9
4.9
4.9 4.94.9
4.9 4.9
5.0
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.2 5.2
5.2
5.2 5.2
5.2
5.2
5.3
5.3
5.3
5.3
5.3
5.3
5.4
5.5
5.5
5.5 5.5
5.5
5.5
5.55.5
5.6
5.6
5.6
5.7
5.7
5.7
5.7
5.7 5.7
5.7
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.9
5.9
5.9
5.9
5.95.9
6.0
6.0
6.0
6.0
6.0
6.0
6.1
1 6.1
6.1
6.1
6.1
6.2 6.2
6.2
6.2
6.2
6.3
6.3
6.3
6.3 6.3
6.3
6.4
6.4
6.4 6.4
6.4
6.4
6.4
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.66.6
6.6
6.6
6.6
6.6
6.7
6.7
6.7
6.7
6.7
6.7
6.8 6.8
6.8
6.9
6.9
6.9
6.9
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.1
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2 7.2
7.2
7.2
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.4
7.4
7.4
7.4 7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.5
7.5
7.5 7.5
7.5
7.5
7.5 7.5
7.5 7.5
7.5
7.6
7.6
7.6 7.6
7.6
7.6
7.6
7.6
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
7.7
7.7 7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
8.0
8.0
8.1
8.1
8.2
8.2
8.2
8.3
8.3
8.3
8.3 8.4
8.4
8.4 8.5
8.6
8.6 8.6
8.7 8.7
8.7
8.7
9.0
9.0
9.2
9.2 9.39
9.8
10.5
10.6 10.71
3 11.41
11.9
12.4
12.8
13.2
13.2
PIER
RDM #4
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b u b m it te d b o t d a t s ig n f il e n o ie f N a v B r a n c w n b y
D r a w in g c o d o t s c a l
B
C
D
2 3 5
E
,4
,0
N 372,000
FISHING CREEK
N 372,500
N 373,000
N 373,500
N 374,000
N 374,500
N 375,000
E
,4
,5
E
,4
,0
E
,4
,5
E
,4 ,0
E
,4 ,5
E
,4 ,0
E
,4 ,5
E
,4
,0
E
,4
,0
E
,4
,5
E
,4
,0
E
,4
,5
E
,4 ,0
E
,4 ,5
E
,4 ,0
E
,4 ,5
N 375,000
N 374,500
N 374,000
N 373,500
N 373,000
N 372,500
N 372,000
RIGHT SIDECENTERLINELEFT SIDE
4+223.11 1445233.80 373784.73
3+793.10 1445099.15 373376.35
3+400.10 1445489.64 373420.74
0+00.00 1448867.98 373804.79
FISHING CREEK CHANNEL COORDINATES
120'
40'
VERTICAL DATUM
NAVD88 = 0.88
1445195.81 373797.26
1445045.05 373340.01
1448871.37 373774.98
1445309.78 373759.68
1445209.57 373455.77
1445234.87 373421.98
1445834.11 373490.10
1446028.32 373552.43
1448860.08 373874.34
MLW = 0.20
MHW = 1.18
MLLW = 0.00 ft
N
0 100 100 200FT
SCALE IN FEET
S T
A T
I O
N
T
O
1. STATIONS ARE AT 1000' INTERVALS.
7. PROJECT DEPTH: 7 FEET.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING SYSTEM.
8. CHANNEL WIDTH IS 60 & 100 FEET.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER AND A 200KHZ TRANSDUCER.
F il e n a m e :M
D M
D
BENCH MARK ELEV. IS 10.87' ABOVE MLLW FOR THE '83-'01 TIDAL EPOCH. COMPUTED USING GEOID18.
OF LARGE DISPLAY SIGN.
SSE OF POWER POLE, 18.3' SSW OF SW CORNER OF POWER UNIT WHITE BRICK FENCE, 25.3' W OF NW CORNER
AT MEARS AVE. MONUMENT IS 15.5' NE OF TRAFFIC LIGHT, 27.9' SE OF 1ST BOLT ON GUARD RAIL, 34.69'
ON MD-2, TURN LEFT AT MD-260 E/CHESAPEAKE BEACH RD, TURN RIGHT AT MD-261/BAYSIDE RD, TURN LEFT
MD-2, TAKE FIRST RIGHT ONTO MD-2 S/SOLOMONS ISLAND RD, TAKE 3RD EXIT AT TRAFFIC CIRCLE TO STAY
FROM I-97 TAKE THE EXIT TOWARDS US-50 E/US-301N, BEAR RIGHT AT MD-665 E, SLIGHT RIGHT TOWARD
TIDAL BENCH MARK IS BENCH MARK 60FC05. BENCH MARK IS A STANDARD DISK STAMPED "60-FC-05 2010".
TIDAL BENCH MARK
NOTE:
US Army Corps of Engineers
Baltimore District
A p p r
D a te
D e s c r ip ti o n M a r k
A p p r
D a te
D e s c r ip ti o n M a r k
P J
L T
IM
O
R E
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
C A
L V
E R
T C
O U
N T
Y
M A
R Y
L A
N D
F
IS
H
IN
G C
R E
E K number:
reference
Sheet
(1900) COORDINATE SYSTEM.
9. HYDROGRAPHIC SURVEY WAS PERFORMED ON 20, 21, & 26 OCTOBER 2020.
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G
M A
R C
H
V-103 Sheet 3 of
M A
T C
H L I
E E
T
3. VERTICAL DATUM: MLLW FOR THE '83-'01 TIDAL EPOCH.
10. RTK TIDES WERE APPLIED TO THE HYDROGRAPHIC SURVEY.
11. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
60FC02 6.77'
060-03 15.07'
60FC05 10.87'
BENCHMARK MLLW
F I L
E
M
A P
DEPTH =< 7.00 FEET
DEPTH 7.00 - 7.99 FEET
DEPTH 8.00 - 8.99 FEET
DEPTH => 9.00 FEET
1 FOOT ALLOWABLE OVERDEPTH TO 8 FEET M.L.L.W.
AREA TO BE DREDGED TO 7 FEET M.L.L.W. WITH A
A9 1448871.37 373774.98
A8 1445045.0 373340.01
A7 1445195.81 373797.26
A6 1445309.78 373759.68
A5 1445209.57 373455.77
A4 1445234.87 373421.98
A3 1445834.11 373490.10
A2 1446028.32 373552.43
A1 1448860.08 373874.34
POINT NORTHING EASTING
DREDGE AREA COORDINATES
OF WORK
LOCATION
N
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PETER M. TRANCHIK, P.E.
CHIEF, ENGINEERING BRANCH
ANDREW J. SCHWAIGER, P.E.
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L
E
N
A M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
U M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
O
E
N G
I N
E E
R S
D I S
T R
I C
T
SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
US Army Corps of Engineers
DISTRICT
PHILADELPHIA
G-001
C A
L V
E R
T
C
O U
N T
Y
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
F I S
H I N
G
C
R E
E K
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C O
V E
R
S
H E
E T
F N
M
R
B A
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I M
O R
E
D I S
T R
I C
T
P H
I L A
D E
L P
H I A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
BALTIMORE
SOUTH JETTY REHABILITATION
FISHING CREEK
CHESAPEAKE BEACH, MARYLAND
CALVERT COUNTY
26 MARCH 2021
OF PROJECT
LOCATIONVICINITY MAP
N
LOCATION MAP
DRAWING INDEX
SHEET NUMBER DESCRIPTION
G-001
COVER SHEET
C-001
GENERAL INFORMATION SHEET
C-101
GENERAL PLAN
C-102
PLAN -SOUTH JETTY EXISTING CONDITIONS
C-103
PLAN - JETTY REPAIR AREA
C-201
PROFILE - JETTY REPAIR AREA
C-301
TYPICAL SECTIONS
C-302
CROSS SECTIONS - STA. 0+25 TO 2+00
C-303
CROSS SECTIONS - STA. 2+25 TO STA. 4+00
C-304
CROSS SECTIONS - STA. 4+25 TO 6+00
C-305
CROSS SECTIONS - STA. 6+25 TO STA. 8+00
C-306
CROSS SECTIONS - STA. 8+25 TO 10+00
C-307
CROSS SECTIONS - STA. 10+25 TO STA. 12+00
C-308
CROSS SECTIONS - STA. 12+25 TO STA. 13+50
C-401
PLAN - CONFINED DISPOSAL FACILITY
C-501
DETAILS - GROUTING
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
RHODE
AutoCAD SHX Text Providence
AutoCAD SHX Text Albany
AutoCAD SHX Text
JERSEY
AutoCAD SHX Text
NEW
AutoCAD SHX Text Philadelphia
AutoCAD SHX Text Atlantic City
AutoCAD SHX Text
CONNECTICUT
AutoCAD SHX Text
LONG ISLAND
AutoCAD SHX Text New York
AutoCAD SHX Text
LONG ISLAND SOUND
AutoCAD SHX Text Hartford
AutoCAD SHX Text
MASS.
AutoCAD SHX Text Ocean City
AutoCAD SHX Text Washington
AutoCAD SHX Text
CHESAPEAKE
AutoCAD SHX Text
BAY
AutoCAD SHX Text
DELAWARE
AutoCAD SHX Text Norfolk
AutoCAD SHX Text
BAY
AutoCAD SHX Text
DELAWARE
AutoCAD SHX Text A T L A N T I C O C E A N
AutoCAD SHX Text Baltimore
AutoCAD SHX Text Buffalo
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Pittsburgh
AutoCAD SHX Text
LAKE
AutoCAD SHX Text Erie
AutoCAD SHX Text
ERIE
AutoCAD SHX Text
CANADA
AutoCAD SHX Text Roanoke
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
WEST
AutoCAD SHX Text Richmond
AutoCAD SHX Text
MARYLAND
AutoCAD SHX Text
NEW YORK
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Chesapeake Beach
AutoCAD SHX Text
MARYLAND
AutoCAD SHX Text
CHESAPEAKE BAY
AutoCAD SHX Text N.T.S.
PLAN SYMBOLS LEGEND
GENERAL NOTES:
1. THIS CONTRACT CONSISTS OF ONE BASE BID ACCESS CHANNEL DREDGING AREA AND THREE BASE BID
JETTY REPAIR AREAS (SEE SHEETS C-101 THROUGH C-103).
2. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN VERTICAL
DATUM (NAVD) 1988.
3. HORIZONTAL CONTROL AND COORDINATES ARE REFERENCED TO THE MARYLAND STATE PLANE COORDINATE
SYSTEM, NORTH AMERICAN DATUM (NAD) 1983. COORDINATES ARE EXPRESSED IN U.S. SURVEY FEET.
4. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEET C-101.
5. MHW AND MLW TIDAL REFERENCE IS MEASURED FROM NOAA TIDE STATION ID: 8575512 (ANNAPOLIS, MD) AND SHOULD
BE CONSIDERED APPROXIMATE FOR FISHING CREEK.
6. EXISTING GROUND INFORMATION IS THE RESULT OF SURVEYS CONDUCTED BY USACE BALTIMORE DISTRICT IN MAY OF
2019 AND OCT OF 2020 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF CONDITIONS OCCURRING AT THAT TIME.
CONTRACTOR IS REQUIRED TO COMPLETE PRE-CONSTRUCTION SURVEY IN ACCORDANCE WITH SPECIFICATION
SECTION 01 71 23.
7. TOPOGRAPHIC AND SINGLE BEAM HYDROGRAPHIC SURVEYS SHALL BE TAKEN AT EVERY SURVEY ORIGIN POINT
SHOWN ON THIS SHEET IN ACCORDANCE WITH SPECIFICATION SECTION 01 71 23. ALL PROFILE AZIMUTHS ARE FROM
THE NORTH.
8. EXISTING SITE FEATURES DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITIONS AT NO
ADDITIONAL COST TO THE GOVERNMENT.
9. APPROXIMATE EDGE OF EXISTING JETTY IS ESTIMATED FROM OCT 2020 USACE BALTIMORE DISTRICT TOPOGRAPHIC
SURVEYS AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF CONDITIONS OCCURRING AT THAT TIME.
APPROXIMATE EDGE OF EXISTING JETTY MAY BE REVISED AFTER RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION
SURVEYS.
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(TYPICAL BAR SCALE)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL BAR SCALE)
PRIMARY
SCALE
EXTENSION
SCALE
X X X XX
DIRECTION OF
MAGNETIC NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION
AFF ABOVE FINISHED FLOOR FIN
FINISH
RAD RADIUS
BD BOARD FL FLOOR REINF REINFORCEMENT
BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE
BL or BASE LINE FT
FOOT, FEET
ROW RIGHT OF WAY
BLDG BUILDING FTG FOOTING S SOUTH
BM BEAM G GROUND SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION
BOT BOTTOM GR GRADE SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE
CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION
CO CLEAN OUT IN INCH STD STANDARD
COL COLUMN INSUL
INSULATION, INSULATED
STRUCT STRUCTURAL
CONC CONCRETE IINT INTERIOR SUSP SUSPENDED
CONSTR CONSTRUCTION INV INVERT SYS SYSTEM
CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY
CTRL CONTROL LP LOW POINT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY
DIA DIAMETER MATL MATERIAL TYP TYPICAL
DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN
DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC
E EAST N NORTH UGND UNDERGROUND
EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE
ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE
EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE
ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE
EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE
EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME
EQ EQUAL PC POINT OF CURVE VERT VERTICAL
EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF
EXH EXHAUST PI POINT OF INFLECTION W/ WITH
EXIST or (E)
EXISTING PIV POST INDICATOR VALVE W WEST
EXP
EXPANSION, EXPOSED
POT POINT OF TANGENT WL WATER LEVEL
EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
EXT EXTERIOR PNL PANEL W/O WITHOUT
FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT
C
L
B
L
TIDAL REFERENCE
(PROJECT AREA AVERAGE FOR REFERENCE ONLY)
SCALE = NTS
MLW
NAVD 88
MHW
CONTRACTOR WORK LIMIT
-2'
EXISTING CONTOUR LINE
SURVEY MONUMENT
SLOPE LINE
SEDIMENT SAMPLING LOCATION
ACCESS CHANNEL
HORIZONTAL
CONTROL POINT
SURVEY AND CONSTRUCTION BASELINE
10+00
CONTRACTOR WORK LIMIT
COORDINATE LABEL MARKER
SURVEY ORIGIN POINTS
STATION EASTING NORTHING AZIMUTH DISTANCE (FT)*
0+00 1445700.66 373032.50 162.61 200 -100 0+00 1445700.66 373032.50 72.61 1000* 0+25 1445724.51 373039.97 162.61 200 -100 0+50 1445748.37 373047.45 162.61 200 -100 0+75 1445772.23 373054.92 162.61 200 -100 1+00 1445796.09 373062.39 162.61 200 -100 1+25 1445819.94 373069.86 162.61 200 -100 1+50 1445843.80 373077.33 162.61 200 -100 1+75 1445867.66 373084.80 162.61 200 -100 2+00 1445891.52 373092.28 162.61 200 -100 2+25 1445915.37 373099.75 162.61 200 -100 2+50 1445939.23 373107.22 162.61 200 -100 2+75 1445963.09 373114.69 162.61 200 -100 3+00 1445986.94 373122.16 162.61 200 -100 3+25 1446010.80 373129.63 162.61 200 -100 3+50 1446034.66 373137.11 162.61 200 -100 3+75 1446058.52 373144.58 162.61 200 -100 4+00 1446082.37 373152.05 162.61 200 -100 4+25 1446106.23 373159.52 162.61 200 -100 4+50 1446130.09 373166.99 162.61 200 -100 4+75 1446153.95 373174.47 162.61 200 -100 5+00 1446177.80 373181.94 162.61 200 -100 5+25 1446201.66 373189.41 162.61 200 -100 5+50 1446225.52 373196.88 162.61 200 -100 5+75 1446249.38 373204.35 162.61 200 -100 6+00 1446273.23 373211.82 162.61 200 -100 6+25 1446297.09 373219.3 162.61 200 -100 6+50 1446320.95 373226.77 162.61 200 -100 6+75 1446344.81 373234.24 162.61 200 -100 7+00 1446368.66 373241.71 162.61 200 -100 7+25 1446392.52 373249.18 162.61 200 -100 7+50 1446416.38 373256.65 162.61 200 -100 7+75 1446440.23 373264.13 162.61 200 -100 8+00 1446464.09 373271.60 162.61 200 -100 8+25 1446487.95 373279.07 162.61 200 -100 8+50 1446511.81 373286.54 162.61 200 -100 8+75 1446535.66 373294.01 162.61 200 -100 9+00 1446559.52 373301.49 162.61 200 -100 9+25 1446583.38 373308.96 162.61 200 -100 9+50 1446607.24 373316.43 162.61 200 -100 9+75 1446631.10 373323.90 162.61 200 -100
10+00 1446654.95 373331.37 162.61 200 -100 10+25 1446671.47 373350.09 131.19 200 -100 10+50 1446687.94 373368.91 131.19 200 -100 10+75 1446696.78 373391.35 99.76 200 -100 11+00 1446701.02 373415.99 99.76 200 -100 11+25 1446705.26 373440.63 99.76 200 -100 11+50 1446709.5 373465.26 99.76 200 -100 11+75 1446713.74 373489.90 99.76 200 -100 12+00 1446717.98 373514.54 99.76 200 -100 12+25 1446722.22 373539.18 99.76 200 -100 12+50 1446726.45 373563.82 99.76 200 -100 12+75 1446730.69 373588.46 99.76 200 -100 13+00 1446734.93 373613.09 99.76 200 -100 13+25 1446739.17 373637.73 99.76 200 -100 13+50 1446743.41 373662.37 99.76 200 -100
* POSITIVE DISTANCES SOUTH OF BASELINE. NEGATIVE DISTANCES NORTH OF BASELINE.
* 1000 FT SURVEY DISTANCE IS ALONG THE BASELINE FROM STA. 0+00 TO STA. 10+00
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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S O
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N
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B E
R
F I L
M
E
M A
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D W
G
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C O
N T
R A
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
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U B
M I T
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L
D
A T
E
U S
A
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C
O R
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N G
I N
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R S
D
IS
TR
IC
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
BALTIMORE
C-001
C A
L V
E R
T
C
O U
N T
Y
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
F I S
H I N
G
C
R E
E K
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
G E
N E
R A
L
I N
F O
R M
A T
I O
N
S
H E
E T
F N
R
B A
LT
IM
O R
E
D
IS
TR
IC
T
P H
IL
A
D E
LP
H
IA
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
S J W
S J W
T E
H D
A
SEE SHEET C-102
SEE SHEET C-103
SEE SHEET C-103
EXISTING STONE JETTY
EXISTING STONE JETTY
TO BE REPAIRED
CHESAPEAKE BAY
CHESAPEAKE BEACH
FISHING CREEK AUTHORIZED CHANNEL
B A
Y S
I D
E
R
D
ACCESS CHANNEL
E
E
E
E
E
E
N 371,000
N 372,000
N 373,000
N 374,000
E
N 375,000
N 371,000
N 372,000
N 373,000
N 374,000
N 375,000
E
E
E
E
E
E
E
E
E
SEE SHEET C-401
CONTRACTOR WORK LIMIT
(TYP) (SEE NOTE 2)
H
F
D
A
B
E
C
G
F
IS
H
IN
G C
R E
E K
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S J W
S J W
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
--2
R
G E
N E
R A
L
P
L A
N d w g
G E
N E
R A
L
P
L A
N
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-101
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. CONTRACTOR SHALL ONLY ACCESS THE SITE FROM WATER. CONTRACTOR SHALL
MAINTAIN A MINIMUM 15' BUFFER BETWEEN THE CHESAPEAKE BEACH RESORT & SPA
BUILDING AND THE START OF THE JETTY REPAIR.
3. SEE SHEETS C-301 THROUGH C-308 FOR TYPICAL SECTIONS AND CROSS SECTIONS.
4. AERIALS WERE TAKEN ON FEBRUARY 24, 2014 AND WERE OBTAINED FROM USGS.
AERIALS CAN ONLY BE COSIDERED REPRESENTATIVE OF CONDITIONS AT THAT TIME.
GENERAL PLAN
GENERAL PLAN
ACCESS CHANNEL COORDINATES
POINT ID EASTING NORTHING
A 1446767.29 373535.79 B 1446732.42 373333.09 C 1446674.97 373267.43 D 1445744.54 372976.04 E 1445765.46 372909.24 F 1446785.49 373228.69 G 1446827.47 373472.69 H 1446895.42 373550.36
CONTRACTOR WORK LIMIT COORDINATES
POINT ID EASTING NORTHING
1 1446712.04 373529.51 2 1446691.23 373408.55 3 1445788.10 373125.70 4 1445797.47 373095.77 5 1445714.72 373069.86 6 1445720.20 372970.11 7 1445766.41 372822.56 8 1446871.86 373168.77 9 1446938.35 373555.24
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
POT STA. 13+50
N 373662.37
E 1446743.41
EXISTING WOODEN BREAKWATER
APPROXIMATE SHORELINE
S1
S2
S3
S4
S5
EXISTING GROIN
POT STA. 0+00
N 373032.50
E 1445700.66
APPROX. LOCATION OF EXISTING BUILDING
APPROXIMATE SHORELINE (TYP)
EXISTING MARINA
APPROXIMATE EDGE OF EXISTING SOUTH JETTY
SURVEY & CONSTRUCTION BASELINE
FISHING CREEK AUTHORIZED CHANNEL
-7
-6
-9
S T
A
REPAIR AREA 2
STA. 0+25: BEGIN
JETTY REPAIR
STA. 9+45: END
JETTY REPAIR
APPROXIMATE EDGE OF EXISTING NORTH JETTY
REPAIR AREA 1
PI STA. 10+00
N 373331.43
E 1446655.15
PI STA. 10+59
N 373376.00
E 1446694.14
-8
-8-8
-7
6-6
-6
-3
-2 -2
-2
2- 2- 2-2-
-2- 2-2-
-2
-2
2-
2-
-3-3
-3
-4
-7
-7
-7 -7
-8 -8
-8-
-9-9- 9-9-
-9
-9
-9
S T
A
S T
A
REPAIR
AREA 3
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
S T
A
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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S O
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
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N
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I S
S U
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U B
M I T
T A
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A T
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A
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C
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N G
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R S
D I S
T R
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D W
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B
Y
R E
V I E
W E
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B
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D E
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B
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P L O
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C A
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S J W
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D E
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B A
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P L
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T T
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X I S
T I N
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C
O N
D I T
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N S d w g
P L
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X I S
T I N
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C
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D I T
I O
N S
S O
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J E
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A B
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F I S
H I N
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C-102
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. EXISTING FEATURES WERE APPROXIMATED FROM FEBRUARY 24, 2014 USGS AERIAL. CONTRACTOR SHALL
FIELD VERIFY EXACT LOCATIONS OF EXISTING FEATURES.
EXISTING CONDITIONS
EXISTING CONDITIONS
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NORTH
PLAN
GEOTEXTILE (TYP)
(SEE NOTE 3)
1.5 TON CAPSTONE
EDGE OF TOE
(NORTH SIDE)
1.5 TON CAPSTONE
EDGE OF CREST
(NORTH SIDE)
SURVEY & CONST. BASELINE
ACCESS CHANNEL
67'
70'
EXISTING GROIN
APPROX. EXISTING
SHORELINE
APPROX. LOCATION OF EXISTING BUILDING
(CONTRACTOR SHALL FIELD VERIFY)
EXISTING WOODEN BREAKWATER
S T
A
16'
APPROX. EXTENT OF
EXISTING JETTY
(SOUTH SIDE)
APPROX. EXTENT OF
EXISTING JETTY
(NORTH SIDE)
APPROX. EXISTING
SHORELINE
1.5 TON CAPSTONE
EDGE OF TOE
(SOUTH SIDE)
1.5 TON CAPSTONE
EDGE OF CREST
(SOUTH SIDE)
0+00 1+00 2+00 3+00 4+00 5+00
STA. 0+25: BEGIN
JETTY REPAIR
REPAIR AREA 1
REPAIR AREA 2
1.5 TON CAPSTONE
EDGE OF CREST
(NORTH SIDE)
1.5 TON CAPSTONE
EDGE OF CREST
(SOUTH SIDE)
1.5 TON CAPSTONE
TOE OF SLOPE
(NORTH SIDE)
2.8 TON CAPSTONE
EDGE OF TOE
(NORTH SIDE)
S T
A
S T
A
S T
A
STA. 9+45: END JETTY REPAIR
SEE SHEET C-101 FOR REMAINDER
OF ACCESS CHANNEL EXTENTS
REPAIR AREA 3
16'
2.8 TON CAPSTONE
EDGE OF CREST
(NORTH SIDE)
SURVEY & CONST. BASELINE
APPROX. EXTENT OF
EXISTING JETTY
(NORTH SIDE)
GEOTEXTILE (TYP)
(SEE NOTE 3)
1.5 TON CAPSTONE
EDGE OF TOE
(SOUTH SIDE)
2.8 TON CAPSTONE
EDGE OF TOE
(SOUTH SIDE)
2.8 TON CAPSTONE
EDGE OF CREST
(SOUTH SIDE)
APPROX. EXTENT OF
EXISTING JETTY
(SOUTH SIDE)
6+00 7+00 8+00 9+00 10+00
STA. 6+75 TO STA. 7+00: TRANSITION
FROM 1.5 TO 2.8 TON CAPSTONE
67'
70'
REPAIR AREA 1
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
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N
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F I
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B Y
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C-103
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS AND SHEETS C-302 THROUGH C-308 FOR CROSS SECTIONS.
3. SEE SPECIFICATION SECTION 31 05 19 FOR GEOTEXTILE REQUIREMENTS.
4. TOE OF CAPSTONE AND EXTENTS OF GEOTEXTILE ARE SUBJECT TO CHANGE FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS DUE TO THE DYNAMIC CONDITIONS OF THE SITE.
PLAN - JETTY REPAIR STA. 0+00 TO STA. 5+10
PLAN - JETTY REPAIR STA. 0+00 TO STA. 5+10
PLAN - JETTY REPAIR STA. 5+10 TO STA. 10+36
PLAN - JETTY REPAIR STA. 5+10 TO STA. 10+36
M A
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E
V A
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T
STATION
-10
-8
-6
-4
-2
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
EXISTING GROUND (TYP)
ELEV. +4.5' NAVD88
PROPOSED 1.5 TON
CAPSTONE TEMPLATE (TYP)
STA. 0+25: BEGIN JETTY REPAIR
REPAIR AREA 1
S T
A
-10
-8
-6
-4
-2
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50
STATION
PROPOSED 2.8 TON
CAPSTONE TEMPLATE (TYP)
EXISTING GROUND (TYP)
ELEV. +4.0' NAVD88
STA. 6+75 TO 7+00: TRANSITION FROM 1.5 TON CAPSTONE TO 2.8 TON CAPSTONE
AND TRANSITION FROM +4.5' NAVD88 ELEVATION TO +4.0' NAVD88 ELEVATION
PROPOSED 1.5 TON
CAPSTONE TEMPLATE (TYP)
STA. 9+45: END JETTY REPAIR
(EXTEND GEOTEXTILE MINIMUM
OF 2' BEYOND TOE OF CAPSTONE)
REPAIR AREA 2 REPAIR AREA 3
S T
A
S T
A
STA. 9+30: END PROPOSED CAPSTONE CREST AT
ELEV. +4.0' NAVD88 AND BEGIN CAPSTONE
TRANSITION TO EXISTING GROUND AT 2H:1V SLOPE
S T
A
REPAIR AREA 1
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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S O
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F I
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SHEET NUMBER
B Y
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C-201
BALTIMORE
NTS
PROFILE - REPAIR AREA STA. 0+00 TO STA. 5+10
PROFILE - REPAIR AREA STA. 0+00 TO STA. 5+10
NTS
PROFILE - REPAIR AREA STA. 5+10 TO STA . 10+50
PROFILE - REPAIR AREA STA. 5+10 TO STA . 10+50
M A
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C
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C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. SEE SHEETS C-302 THROUGH C-308 FOR CROSS SECTIONS.
AutoCAD SHX Text
AutoCAD SHX Text H: 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
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AutoCAD SHX Text V: 4'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
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MHW EL. +0.42
MLW EL. -0.55
SURVEY & CONST. BASELINE
ELEV. +4.5 NAVD88
APPROX. EXTENT OF EXISTING JETTY STONE
(SEE NOTE 3)
EXISTING GROUND VARIES
(SEE NOTE 1)
VARIES
(SEE NOTE 1)
16.0'
VARIES
(SEE NOTE 1)
1.5 TON CAPSTONE (TYP)
(SEE NOTE 2)
GEOTEXTILE (TYP)
(SEE NOTE 4)
2' MIN. (TYP)
UNDERLAYER STONE (TYP)
(SEE NOTE 6)
2' MIN. (TYP)
MHW EL. +0.42
MLW EL. -0.55
EXISTING GROUND VARIES
(SEE NOTE 1)
2.8 TON CAPSTONE (TYP)
(SEE NOTE 2)
SURVEY & CONST. BASELINE
VARIES
(SEE NOTE 1)
16.0'
VARIES
(SEE NOTE 1)
APPROX. EXTENT OF EXISTING JETTY STONE
(SEE NOTE 3)
ELEV. +4.0 NAVD88
2' MIN. (TYP)
UNDERLAYER STONE (TYP)
(SEE NOTE 6)
GEOTEXTILE (TYP)
(SEE NOTE 4)
2' MIN. (TYP)
MAXIMUM ALLOWABLE DREDGE DEPTH ELEV. -10.0' NAVD88
SURVEY & CONST. BASELINE
ACCESS CHANNEL (TYP)
(SEE NOTE 5)
MHW EL. +0.42
MLW EL. -0.55
EXISTING GROUND VARIES
(SEE NOTE 1)
70' MAXIMUM ALLOWABLE DREDGE WIDTH
67'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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SHEET NUMBER
B Y
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C-301
BALTIMORE
TYPICAL SECTION - JETTY REPAIR FOR AREA 1 (STA. 0+25 TO 7+00)
TYPICAL SECTION - JETTY REPAIR FOR AREA 1 (STA. 0+25 TO 7+00)
TYPICAL SECTION - JETTY REPAIR FOR AREAS 2 & 3 (STA. 7+00 TO 9+30)
TYPICAL SECTION - JETTY REPAIR FOR AREAS 2 & 3 (STA. 7+00 TO 9+30)
NOTES:
1. SEE SHEETS C-302 THROUGH C-308 FOR CROSS SECTIONS.
2. CAPSTONE SHALL BE PLACED TO THE TOLERANCES DESCRIBED IN SPECIFICATION SECTION 31 37 00. INDIVIDUAL CAPSTONES SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT REPRESENT
ACTUAL CAPSTONE SHAPE/SIZE. MINIMUM OF TWO CAPSTONES SHALL BE PLACED AT THE PROPOSED JETTY TOE. CAPSTONE EXTENTS ARE SUBJECT TO CHANGE FOLLOWING RECEIPT AND ACCEPTANCE
OF PRE-CONSTRUCTION SURVEYS. CAPSTONES AND EXISTING JETTY STONES SHALL BE GROUTED AS SHOWN ON SHEET C-501 AND IN ACCORDANCE WITH SPECIFICATION SECTION 31 37 00.
3. EXISTING JETTY STONE APPROXIMATED FROM 2020 NAB USACE TOPOGRAPHIC SURVEYS AND ARE ONLY REPRESENTATIVE OF CONDITIONS OCCURRING AT THAT TIME. EXISTING JETTY STONE EXTENTS
ARE SUBJECT TO CHANGE FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
4. GEOTEXTILE SHALL EXTEND A MINIMUM OF 2' FROM THE TOE OF THE PROPOSED CAPSTONE AND SHALL OVERLAP A MINIMUM OF 2' WITH THE EXISTING JETTY STONE. GEOTEXTILE EXTENTS ARE SUBJECT
TO CHANGE FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
5. MAXIMUM ALLOWABLE DREDGE DEPTH IS -10.0' NAVD88 FOR THE ENTIRE ACCESS CHANNEL. MAXIMUM ALLOWABLE DREDGE WIDTH IS 70' FROM STA. 0+25 TO STA. 10+00. SEE SHEETS C-101, C-307 AND
C-308 FOR ACCESS CHANNEL LOCATION AND WIDTH FROM STA. 10+00 TO THE AUTHORIZED FEDERAL NAVIGATION CHANNEL. CONTRACTOR SHALL ONLY DREDGE AS NEEDED TO ACCESS THE REPAIR
AREAS. DREDGING TO THE TEMPLATE SHOWN MAY CAUSE SLOUGHING FAILURE RESULTING IN SIDE SLOPES THAT EXTEND OUTSIDE OF THE TEMPLATE. HOWEVER, AT NO POINT DURING THE CONTRACT
SHOULD DREDGING OCCUR OUTSIDE OF THE ACCESS CHANNEL SHOWN.
6. INDIVIDUAL UNDERLAYER STONES ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT REPRESENT ACTUAL UNDERLAYER STONE SHAPE/SIZE. PLACE UNDERLAYER STONE AS NECESSARY TO
PLACE CAPSTONE TO THE TOLERANCES DESCRIBED IN SPECIFICATION SECTION 31 37 00.
TYPICAL SECTION - ACCESS CHANNEL (STA. 0+25 TO 10+00)
TYPICAL SECTION - ACCESS CHANNEL (STA. 0+25 TO 10+00)
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E
V A
T I O
N
F
OFFSET (FT)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 0+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 0+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 0+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 1+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 1+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 1+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 2+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 1+75
EXISTING GROUND (TYP)
CAPSTONE (TYP)
(SEE NOTE 4)
GEOTEXTILE (TYP)
(SEE NOTE 3)
ACCESS CHANNEL (TYP)
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
ELEV. +4.5' NAVD88 2
16.21 19.04
14.47 18.88
13.31 18.68
8.93 17.03 16.41 18.40
ELEV. -10.0' NAVD88
70'67'
16.00
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
16.55 19.70
15.60 18.35
15.32 19.06
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
STATION 0+25: BEGIN PLACEMENT OF 1.5 TON CAPSTONE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
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SHEET NUMBER
B Y
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O S
S
S
E C
T I O
T A
T
O
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-302
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. GEOTEXTILE EXTENTS ARE APPROXIMATED FROM OCT 2020 NAB USACE SURVEYS AND MAY BE EXTENDED OR
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
4. CAPSTONE TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
5. SEE SHEET C-501 FOR GROUTING DETAILS.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
V
E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 3+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 2+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 2+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 2+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 4+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 3+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 3+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 3+25
EXISTING GROUND (TYP)
CAPSTONE (TYP)
(SEE NOTE 4)
GEOTEXTILE (TYP)
(SEE NOTE 3)
ACCESS CHANNEL (TYP)
MHW EL. +0.42
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
16.00
ELEV. +4.5' NAVD88
15.87 20.13 18.22 20.16
18.27 19.74
19.46 20.69
20.73 21.48
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
16.28 19.04
16.54 20.71
16.49 16.34
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
ELEV. -10.0' NAVD88
70'67'
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S J W
S J W
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
C R
O S
S
S
E C
T I O
T A
T
O
S
T A d w g
C R
O S
S
S
E C
T I O
T A
T
O
S
T A
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-303
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. GEOTEXTILE EXTENTS ARE APPROXIMATED FROM OCT 2020 NAB USACE SURVEYS AND MAY BE EXTENDED OR
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
4. CAPSTONE TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
5. SEE SHEET C-501 FOR GROUTING DETAILS.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 4+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 4+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 4+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 5+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 5+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 5+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 5+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 6+00
EXISTING GROUND (TYP)
CAPSTONE (TYP)
(SEE NOTE 4)
ACCESS CHANNEL (TYP)
GEOTEXTILE (TYP)
(SEE NOTE 3)
16.00
ELEV. +4.5' NAVD88
20.54 22.14
20.77 21.24
20.86 20.76
20.67 20.98 20.09 21.88
20.33 20.70
20.62 20.94
20.88 21.83
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
ELEV. -10.0' NAVD88
70'67'
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
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W N
D A
N T
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S J W
S J W
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
C R
O S
S
S
E C
T I O
T A
T
O d w g
C R
O S
S
S
E C
T I O
T A
T
O
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-304
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. GEOTEXTILE EXTENTS ARE APPROXIMATED FROM OCT 2020 NAB USACE SURVEYS AND MAY BE EXTENDED OR
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
4. CAPSTONE TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
5. SEE SHEET C-501 FOR GROUTING DETAILS.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 7+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 7+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 7+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 6+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 6+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 6+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 7+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 8+00
EXISTING GROUND (TYP)
CAPSTONE (TYP)
(SEE NOTE 4)
ACCESS CHANNEL (TYP)
STA. 6+75 TO STA. 7+00: TRANSITION FROM 1.5 TON CAPSTONE TO 2.8 TON CAPSTONE
AND TRANSITION FROM +4.5' NAVD88 CREST ELEVATION TO +4.0' NAVD88 CREST ELEVATION
STATION 7+00: END PLACEMENT OF 1.5 TON CAPSTONE AND BEGIN PLACEMENT OF 2.8 TON CAPSTONE
GEOTEXTILE (TYP)
(SEE NOTE 3)
16.00
ELEV. +4.5' NAVD88
21.54 21.59
20.42 22.47
20.27 22.73
20.63 21.95 22.28 23.71
20.81 22.75
20.83 21.69
20.75 21.79
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
ELEV. +4.0' NAVD88
ELEV. -10.0' NAVD88
70'67'
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S J W
S J W
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
C R
O S
S
S
E C
T I O
T A
T
O
S
T A d w g
C R
O S
S
S
E C
T I O
T A
T
O
S
T A
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-305
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. GEOTEXTILE EXTENTS ARE APPROXIMATED FROM OCT 2020 NAB USACE SURVEYS AND MAY BE EXTENDED OR
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
4. CAPSTONE TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
5. SEE SHEET C-501 FOR GROUTING DETAILS.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 8+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 8+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 8+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 9+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 9+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 9+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 9+75
EXISTING GROUND (TYP)
CAPSTONE (TYP)
(SEE NOTE 4)
ACCESS CHANNEL (TYP)
GEOTEXTILE (TYP)
(SEE NOTE 3)
16.00
ELEV. +4.0' NAVD88
STATION 9+30: BEGIN CAPSTONE TRANSITION FROM TEMPLATE TO EXISTING GROUND AT 2H:1V (SEE SHEET C-103 FOR PROFILE VIEW)
26.41 27.50
25.19 25.88
24.74 25.25
23.07 24.17 27.01 28.34
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 10+00
MHW EL. +0.42
MLW EL. -0.55
ELEV. -10.0' NAVD88
70'67'
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
APPROX. EXTENT OF
EXISTING STONE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S J W
S J W
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
C R
O S
S
S
E C
T I O
T A
T
O d w g
C R
O S
S
S
E C
T I O
T A
T
O
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-306
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. GEOTEXTILE EXTENTS ARE APPROXIMATED FROM OCT 2020 NAB USACE SURVEYS AND MAY BE EXTENDED OR
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
4. CAPSTONE TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.
5. SEE SHEET C-501 FOR GROUTING DETAILS.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
E
V A
T I O
N
F
-10
-20
-10
010 20 40 50 60 70 80 90 100 110 120 130 1400
STA. 10+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400
STA. 10+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 10+75
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 11+00
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 11+50
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 11+25
E L E
V A
T I O
N
F
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400102030
STA. 11+75
EXISTING GROUND (TYP)
ACCESS CHANNEL (TYP)
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
E L E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 12+00
MHW EL. +0.42
MLW EL. -0.55
150 160 170
150 160 170
010 20 40 50 60 70 80 90 100 110 120 130 1400 150 160 170
99'57'
83'57'
70'45'
84'70'45'
70'45'
70'45'
70'45'
45'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
C
O
C
T I O
T A
S
T A d w g
C R
O S
S
S
E C
T I O
T A
S
T A
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-307
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 12+25
E L E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 12+50
E L E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 12+75
E L E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 13+00
E L E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 13+50
E L E
V A
T I O
N
F
T
OFFSET (FT)
-20
-10
-20
-10
STA. 13+25
EXISTING GROUND (TYP)
ACCESS CHANNEL (TYP)
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
MHW EL. +0.42
MLW EL. -0.55
99'
43.4'116'
45'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
C
O
C
T I O
T A
S
T A d w g
C R
O S
S
S
E C
T I O
T A
S
T A
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-308
BALTIMORE
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text H
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
CONFINED DISPOSAL FACILITY
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S J W
S J W
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I A
D I S
T R
I C
T
B A
L T
I M
O R
E
R
P L
D F d w g
P L
O N
F I N
S
P O
S A
L
F
A C
I L
I T
Y
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
F I S
H I N
G
C
R E
E K
C H
E S
A P
E A
A
C H
M
A R
Y L
A N
D
C A
L V
E R
T
C
O U
N T
Y
C-401
BALTIMORE
PLAN - CONFINED DISPOSAL FACILITY
PLAN - CONFINED DISPOSAL FACILITY
NOTES:
1. CONFINED DISPOSAL FACILITY INFORMATION…
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