Embed Size (px)
Citation preview
US Army Corps
of Engineers
1
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
NO.SHEETFILE & MAP
NO.TITLE
CO
VE
R
SH
EE
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
BA
LTIM
OR
E
DIS
TRIC
T
Baltimore District
pocomoke
na
nticoke
omi
co
chincoteague
chin
coteague
bay
sinepuxent
bay
onancock
river
s
e
RAPPA
HA
NN
OC
K
RIV
ER
NO
RF
OL
K
DISTRIC
T
BALTIM
ORE
DISTRIC
T
VIRGINIA
P O T O M A C
R I V
E R
PAT
UXE
NT
RIVER
ANNAPOLIS
SO
UT
HR.
gunpo
wder
r.
patapsco
is.
riv
er
chestertown
magothy r.
BA
CK
R.
BUS
HR.
PA
TA
PS
CO
RIVE
R
WASHINGTON
C
H
E
S
A
P
EA
K
E
B
A
Y
sassafras
river
d e l a
w a r e
b a y
denton
easton
eastern
bay
choptankRIVE
R
CH
E
S TER
RIV
ER
DOVER
PHIL
ADELP
HIA
DIS
TRIC
T
BALTI
MORE
DIS
TRIC
T
DE
LA
WA
RE
MA
RY
LA
ND
NOT TO SCALE
DELAWARE
MARYLAND
MARYLAND
MARYLAND
VIRGINIA
BALTIMORE
PHILADELPHIA
Rev.
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
NO.SHEETFILE & MAP
NO.TITLE
INDEX OF DRAWINGS
CO
VE
R
SH
EE
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
BA
LTIM
OR
E
DIS
TRIC
T
Baltimore District
pocomoke
na
nticoke
omi
co
chincoteague
chin
coteague
bay
sinepuxent
bay
onancock
richmond
york
river
norfolk
hampt
omro
ads
cape
henry
s
e
RAPPA
HA
NN
OC
K
RIV
ER
NO
RF
OL
K
DISTRIC
T
BALTIM
ORE
DISTRIC
T
VIRGINIA
P O T O M A C
R I V
E R
PAT
UXE
NT
RIVER
ANNAPOLIS
SO
UT
HR.
gunpo
wder
r.
patapsco
poolesis.
riv
er
chestertown
magothy r.
BA
CK
R.
BUS
HR.
PA
TA
PS
CO
RIVE
R
WASHINGTON
C
H
E
S
A
P
EA
K
E
B
A
Y
sassafras
river
d e l a
w a r e
b a y
denton
easton
eastern
bay
choptankRIVE
R
CH
E
S TER
RIV
ER
DOVER
PHIL
ADELP
HIA
DIS
TRIC
T
BALTI
MORE
DIS
TRIC
T
DE
LA
WA
RE
MA
RY
LA
ND
DELAWARE
MARYLAND
MARYLAND
MARYLAND
VIRGINIA
BALTIMORE
PHILADELPHIA
VICINITY MAP
Richmond
Petersburg
Williamsburg
Cape
Henry
Cape
Charles
Norfolk
Portsmouth
NewportNews
Hamptom
CharlesCape
York
River
M
Cape
Charles
FredericksburgFredericksburg
Wic
Na
Na
Wic
CrisfieldCrisfield
Tangier
Tangier
Sound
Sound
CambridgeCambridge
River
River
RiverRiver SalisburySalisbury
Princess AnnePrincess Anne Snow HillSnow Hill
OceanOcean
CityCity
CapeMay
Cape
May
Wildwood
Bridgeton
Millville
Ocean
City
Wilmington
Salem
Dela
ware
River
Canal
C.&D.
Susquehanna
Havre De Grace
Riv
er
Pennsylvania
Maryland
WESTMINSTER
Pooles
PROJECT LOCATION
TA
LB
OT
CO
UN
TY,
MA
RY
LA
ND
NORTH
SCALE
CONDITION SURVEY
TALBOT COUNTY, MARYLAND
Sheet 1 of 5
CO
NDITIO
N
SU
RV
EY
Revie
wed by:
VICINITY MAP
NORTH
SCALE
VICINITY MAP
NORTH
SCALE
TO TRAPPETO OXFORD
9042
TO S
T.
MIC
HA
ELS
c
GLENWOOD
AVE
WAS
HI
NG
TO
N
CEM.
ST. AUBANS
HEIGHTS
33
TRED AVON
SQUARE
MARLBORO
MARLBORO
GL
EB
E
CEM.
322
33
334
333322
BROOKWOOD
ESTATES
WAVERLY
ROAD
WCEI
VINE
BIERY
BR
OO
KW
OO
D
AV
E
AV
E
AV
E
WY
E
PE
NNSFI
EL
D
AD
KI
NS
AD
KI
NS
EARLE AVE
LONDONDERRY
BORDER
SO
UT
H
PE
NNSFIEL
D
TRIPPE
AVEH
AY
WA
RD
AVE
HUGHLETT
S.
WA
SHI
NG
TO
N
PE
NNSFI
EL
D
LN
OAK AVE
PAPER
MILL
HICKORY
LINDEN
MYRTLE
ELM
CEDAR
PINE
MAPLE
Pap
er
m
i
l
l
EASTON
PARK
STATION
AVE
DA
VIS
AV
E
HA
NS
ON
HA
RRIS
ON
BROOK
MEM.
HOSP.
TOWERS
TALBOT
SOUTH
SOUTH
DOVER
HA
MM
ON
D
HOP
KI
NS
FLOYD
BLAKEGLENWOOD
CL
AY
DOVER
LO
CUS
T
HI
GGI
NS
HA
RRIS
ON
GOLDSBOROUGH
AUGUST
NORTH
SALMON
CHERRY
SPRING
HILL
CEM.
AU
RO
RA
BROOKLETTS
BUSINESS
TRED
AV
ON
RI
VER
AU
RO
RA
ST
RE
ET
FL
OO
DA
VE
TY
LE
RS
OXFORD
MAGNOLIA
AU
RO
RA
CREAMERY
DR
DR
CT
CT
PL
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
LN
ST
ST ST
ST
ST
ST
ST
P
o
n
d
N
o r t
h
F o r k
T a
n y
a r
d
LEE
TERR
LN
PORT
ST
ME
AD
OW
DR
TI
LE
LN
SPR
ING
D
ALE
21601
EAS
TO
N
BAY STREET
ROAD
ST. MICHAELS
EAST
ON
RO
AD
OXF
OR
D
TOUR DR
S
S
DRIVE
CL
UB
HO
USE
WATERVIEW DR
EASTON CLUB
CA
DM
US
FEDERAL
ST
CO
LO
NI
AL
CT
AVE
EASTON
E.S.
TALBOT
COUNTY
OPR. CTR
NINTHDR
PE
AC
H
BL
OSS
OM
RD
ST
RE
ET
PORT
ST
MOTON ST
COMM
POOL
THE
IDLEWILD
PK
AVE
O
LLY’S
PHILL
STEWART ST
EASTON
POINT
ST
ST
WA
SHI
NG
TO
N
WES
T
JO
WI
TE
ST
WI
ND
MI
LL
RD
AVENUE
EASTON CLUB
DR
CT
W
EDGE-
WAY
M.S.
DE
WA
YSI
RD
WOODLAND
WO
ODL
AN
DCIR
CIR
RI
C
WOODND
LA
AV
ON
CT
CO
VE
CT
WOODLAND CT
WO
OD
LAND
D
R
DL
AN
D
WOO
DR
WOODLAND
FARMS
PK
WY
FmMILL
PL
STREET
PK
WY
CTR
TO WYE MILLSTO EASTON
E D M U N D S O N N E C K
OAKLANDSOA
KLA
NDS
ROAD
OAKLA
N DS
CIR
CREEK
COOKS
HOPEROAD
COOKS
HOPE
SPRIN
G
FIELD
DRIVE
SPRINGFIELD
OX
FO
RD
RO
AD
333
EDGEMERE
MALLARDC
AN
VASB
AC
K
WID
ONEG
OLD COUNTRY CLUB ROAD
IL E Y SB A N E C K
BAILEYS
NECK
ROAD
TALBOT
COUNTRY
CLUB
FRANKFORD
322
CEDAR
POINT
ROAD
ROAD
DR
DR
LN
RD
RD
RD
DR
ST
TERR
WAVERLY
CANTERBU
RY
TRISTAN DR
LA
UR
EN
LN
IN
GT
ON
WA
SH
HOLDEN RD
EA
ST
ON
PA
RK
WA
Y
WOODS
KINGS
TO E
AST
ON
RO
AD
RO
AD
BEND CIR
BLOOMFIELD
DI
XO
NC
RE
EK
TRE
D
AV
ON
RI
VER
CI
R
WA
VE
RL
Y
SHI
PS
HE
AD
TRIPPE
ROAD
KIRKHAM
WAVERLY
ST.MI
CHAELS
ROAD
ST. MICHAELS
ROAD
RD 33
AV
ELEY
EASTONPOP. 11,708
TRAVELERS
RE
ST
RO
AD
WAVERLY
RO
AD
IS
LA
ND
RD
WAVERLYRD
PLAYTOR
RD
PL
ATTE
R
AVON
DR
TE
RR
TR
ED
AVON
ROAD
BL
OO
MFI
EL
D
LEE
HA
VE
N
RO
AD
NORTH
BEND
TRED
BUNNY
LANE
FAR
M
ROAD
Long
Point
Double Mills
MA
XM
OR
EC
RE
EK
TR
AV
EL
ER
SR
ES
TCI
R
Neck
PEACH ORCHARD
LE
GATES
CO
VE
CIR
CHESAPEAKE BAY
FOUNDATION
CANTERBURY
ENNISKILLEN
ROAD
SN
UG
HA
RB
OR
BAILE
YS
NECK
RIV
ER
Point
Point
PEACHBLOSSOM
TRAVELERS
REST RD
TRED
AV
ON
TR
AVEL
RES
T
CIR
ERS
CO
VE CT
WAVERLY
ISLAND
RD
WATERMELON POINT
RD
COVE
TES
GA
EL
EY
RIP
L
RD
VI
NY
AR
D
RD
RDPOINT
CEDAR
LANDS
OAK
PE
AC
H
BL
OSS
OM
PT
RD
LOCUST
GR
OV
E
RO
AD
WEST
NT
POI
BAILEYS
NECK ROAD
BAIL
EY
S
NEC
K
ROAD
JE
FF
RI
ES
RD
RD
C
DRI
VE
4000 FEET20002000 0
SCALE
PL
AYT
ORS
V-101
JA
H
Plot date:
Plot scale:
Dra
win
g code:
Desig
n file no.
Date:
Desig
ned by:
Ckd by:
Dw
n by:
Sub
mitted by:
Chief,
Nav.
Branch
SM
G
SM
G
LOCATION MAP
5
4
3
2
CREEK
TRED AVON
TR
ED
AV
ON
AU
GU
ST ’
11
FI
LE:
41
MA
P:
11-
002
File na
me:S
H01_
05
C02
2A
UG
2011
COVER SHEET FILE:41 MAP:11-002 1
TRED AVON: STA 0+000-3+300 AND SOUTH FORK: STA. 0+000 TO 0+700 FILE:41 MAP:11-003 2
TRED AVON STA. 3+500 TO 6+900 FILE:41 MAP:11-004 3
TRED AVON STA. 7+000 TO 10+400 FILE:41 MAP:11-005 4
TRED AVON STA. 10+500 TO 13+500 FILE:41 MAP:11-006 5
N
NORTH FO
RK
SOUTH FORK
1
4 5
N 401,500
E 1,571,500
E 1,572,000
N 402,000
N 402,500
N 403,000
N 403,500
N 404,000
E 1,571,000
E 1,570,500
E 1,569,500
E 1,570,000
E 1,569,000
E 1,568,500
E 1,568,500
E 1,5
69,000
E 1,569,500
E 1,570,
000
E 1,570,
500
E 1,571,000
E 1,571,500
E 1,572,000
N 403,500
N 403,000
N 402,500
N 402,000
N 401,500
N 404,000
MAT
CHLI
NE T
O S
HEET 3
Railroad
Railroad Questionable
Contour-Depression
SYMBOLOGY
COVER
NAVIGATION AID
RUNWAY LIGHT
SATELLITE DISH
GOAL POSTS
TRIANGULATED CONTROL
PUBLIC MAIL BOX
FIRE HYDRANT
WIND SOCK
LARGE POSTBEACON
PRIVATE MAIL BOX
WELL
FILL CAP
GRATE
SURVEY CONTROL
PARKER METER
VALVE
POST
SIGN
INLET
4-WAY POWER POLE
POWER POLE
BILLBOARD SIGN
MANHOLE
LIGHT POLE
TRAFFIC SIGNAL
TRAFFIC SIGNAL POST
LAMP
DRAIN
BENCH MARK
GUY WIRE
INLET
P
L
B
Guardrail
Fence
Ditch
Waterline
Treeline
Brushline
Contour-Depression
Contour-Index with label
Contour-Intermediate
LINEAR SYMBOLS
10
LEGEND
USCOE Surveyed Bulkhead
USCOE Public Boat ramp
Piling Cluster
Survey MonumentUSCOE Surveyed Boat lift
0 100 100 200FT
SCALE IN FEET
50
TIDAL BENCH MARK
TRED A
VON RIV
ER
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
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
Desig
ned by:
Revie
wed by:
Date:
Rev.
Ckd by:
Sub
mitted by:
Plot date:
Desig
n file no.
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
Mark
Mark
MA
RY
LA
ND
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
BA
LTIM
OR
E
DIS
TRIC
T
Chief,
Nav.
Branch
Dw
n by:
Dra
win
g code:
Plot scale:
US Army Corps
of Engineers
1
Sheet
reference
number:
A
B
C
D
2 3 5
Baltimore District
Sheet 2 of 5
AU
GU
ST ’11
FI
LE:
41
MA
P:
11-
00
3J
AH
SM
G
SM
G
File na
me:S
H01_
05
C02
2A
UG
2011
TA
LB
OT
CO
UN
TY
CO
NDITIO
N
SU
RV
EY
TR
ED
AV
ON
CH
AN
NE
LS
TA
TIO
N
0+000
TO
3+4
00
SO
UT
H
FO
RK
CH
AN
NE
L0
+000
TO
0+95
0
V-102
7. PROJECT DEPTH: 12 FEET.
6. THE BOTTOM WAS DEFINED BY AN ODOM HYDROTRAC DEPTH SOUNDER.
SYSTEM.
5. SURVEYED BY THE HYDRO I USING A TRIMBLE GLOBAL POSITIONING
COORDINATE SYSTEM.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
1. STATIONS ARE AT 1000’ INTERVALS.
NOTE:
8. CHANNEL WIDTH IS 150 FEET. SOUTH FORK CHANNEL WIDTH IS 250 FEET.
9. HYDORGRAPHIC SURVEY PERFORMED ON 3 & 4 AUGUST 2011. TOPOGRAPHIC
SURVEY PERFORMED ON 22 MAY 2008.
TIDAL BENCHMARK IS BENCH MARK EASTON 1934.
STATION IS A STANDARD DISK STAMPED "EASTON 1934". TO REACH DISK FROM COURTHOUSE
IN EASTON, GO SOUTH ON WASHINGTON STREET FOR 0.15 MILES TO A CROSSROADS. TURN
RIGHT AND GO WESTON STATE HIGHWAY 344, ALSO KNOWN AS PORT STREET, FOR 0.65 MILES
TO A CROSSROADS AT THE INTERSECTION OF STATE HIGHWAYS 322 AND 334. CONTINUE WEST
ON STATE HIGHWAY 322 FOR 0.50 MILES TO EASTON POINT AND THE STATION 155.0 FEET
SOUTH OF THE END OF THE ROAD.THE DISK IS SET IN THE TOP OF A MONUMNET WHICH IS
RECESSED 0.3 FEET BELOW THE GROUND SURFACE. IT IS 37.0 FEET SOUTHWEST OF THE
NORTHWEST CORNER OF A BUILDING OWNED BY THE GULF OIL COMPANY, 34.0 FEET EAST OF
THE SHORELINE AT A BULKHEAD, 31.0 FEET SOUTH OF THE SOUTH EDGE OF A PARKING LOT,
28.5 FEET NORTHEAST OF THE SOUTHEAT CORNER OF A MARINE GAS PUMP ISLAND AND 27.0
FEET SOUTH OF A GATE IN A CHAIN LINK FENCE.
BENCH MARK ELEV. IS 3.85’ ABOVE MLLW FOR THE 1983-2001 TIDAL EPOCH.
BY EASTON UTILITIES.
10. MAPPING WAS COMPILED FROM AERIAL PHOTOGRAPHY DATED 25 MARCH 1995 BY
PILINGS
STORAGE
PARKING
BUL
KHE
AD
FUEL
MISC
MISC
MISC
BLIND
DE
NS
E
TR
EES
DENSE TREES
1732
18
.
1715
18
.
1709
17
.
1708
17
.
1706
16
.
1677
17
.
1676
17
.
1671
18
.
1670
17
.
ABOVE GROUND
250 GAL.
KEROSENE TANK
ISLAND
PUMP
6" STEEL
FILL PIPE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
PIPE PIP
E
PIPE
PIPE
PIP
E
PIPE
PIPE
PIPE
6" STEEL
PIPE
GATE
STOCKPILE
TANKS
APPROX SW
STOCKPILE
STOCKPILE
APPROX SW
PIPE
BRICKYARD
L
ANE
FROM ROOFDROPS
WATER
METER AND
VALVE BOX
FOR BUILDING
M V
1-4" DUCT (ELEC)
1-2" DUCT (FIBEROPTICS)
SAME TRENCH AS WATER
PUBLIC WORKS YARD
6" PVC PIPE
xx
WALL
WA
LL
WALL
WALL
TANK
TANK
TANKS
TANKS
TANKS
TANKTANK
TANK
TANK
TANK
TANK
TANK
TANK
TANK
TANK
WA
LL
WA
LL
WA
LL
PARKING
SPIGOT
HIGH GRASS
DENSE TREES
PARKING
DENSE TREES
DENSE TREES
DENSE VEGETATION
PARKING
RUINS
CO
SEWER
CLEANOUT
25.0’
SHADOWS
PARKING
PARKING
DEBRIS
POOL
SHADOWS
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
STOCKPILE
WALL
POOL
POOL
CO
UR
T
STATION 0+000
STATION 1+000
ST
ATI
ON 2+000
ST
ATI
ON 3
+000
RDM #22
TREE
TREE
TREE
0.4
0.9
1.2
2.8
3.2
3.2
3.4
3.6
3.7
RIP-
RAP
3.9
3.9
B
U
L
K
H
E
A
D
4.1
WALL
4.2
B
U
L
K
H
E
A
D
4.3
4.4
4.5
4.5
4.5
4.7
WA
LL
PILING CLUSTER
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5.2
5.55.6
WALL
5.7
5.7
WALL
5.8
5.8
WALL
WA
LL
WALL
6.16.3
6.4
6.5
6.5
6.9
7.3
MH
7.4
7.5
7.7
7.8
8.3
8.5
WALL
8.6
8.6
8.7
8.99.3
9.3
9.3
9.3
9.4
9.4
9.4
9.5
9.5
9.5
9.5
9.5
9.6
9.6
9.6
9.7
9.7
9.8
9.8
9.9
10.0
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
10
10
10
10
10
10
10
10.0
WALL
10.1
10.1
WALL
10.2
10.3
10.3
10.3
10.4
10.5
10.7
10.8
10.9
10.9
10.9
11.3
11.5
11.7
ST
ATI
ON 0+950
STATION 0+000-SOUTH FORK CHANNEL
12.1
12.2
12.9
13.2
13.3
13.4
13.5
13.7
14.3
14.4
15
15
15
15
15
15
15
15
151
5
15
15
15
15
15
15
15.1
WA
LL
15.1
15.3
15.6
15.7
15.8
16.2
16.3
16.3
16.3
16.4
16.4
16.4
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.6
16.6
16.6
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.9
16.9
16.9
17.0
17.1
17.1
17.2
17.3
17.4
17.4
17.4
17.4
17.4
17.4
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.6
17.6
17.6
17.6
17.7
17.7
17.7
17.7
17.7
17.8
17.8
17.9
17.9
17.9
18.0
18.118.2
18.2
18.3
18.4
GREASE
TRAP
SD
18.5
18.6
18.6
18.6
18.7MH
18.7
18.7 18.8
19
19.1
19.2
19.4
19.5
19.7
19.7
19.8
19.8
20
20
20.2
UNIT
HVAC
20.8MH
17.0
16.8
16.7
16.5
16.5
16.0
16.0
15.9
15.8
15.7
15.7
15.6
15.5
15.4
15.4
15.4
15.3
15.2
15.2
15.1
15.1
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.5
14.5
14.4
14.4
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.0
13.9
13.9
13.9
13.8
13.8
13.7
13.7
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.2
13.1
13.1
13.0
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7 11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3 10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
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
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
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
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
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
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
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
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9 4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
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
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
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
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
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
3.7
3.7
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.5
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
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
2.9
2.9
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.4
2.3
2.3
2.3
2.3
2.3
2.3
2.2
2.2
2.1
2.1
2.1
2.0
2.0
2.0
2.0
2.0
1.9
1.8
1.8
1.7
1.6
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.1
1.1
N
Descriptio
n
MAT
CHLI
NE T
O S
HEET 2
N 402,000
N 401,500
N 402,000
N 401,000
N 400,500
N 400,000
N 399,500
N 401,500
N 401,000
N 400,500
N 400,000
N 399,500
E 1,565,500
E 1,566,000
E 1,566,500
E 1,567,000
E 1,567,500
E 1,568,000
E 1,568,500
E 1,569,000
E 1,569,000
E 1,568,50
0
E 1,568,00
0
E 1,567,50
0
E 1,567,00
0
E 1,566,50
0
E 1,566,00
0
E 1,565,50
0
MAT
CHLI
NE T
O S
HEET 4
0 100 100 200FT
SCALE IN FEET
50
TRED A
VON RIV
ER
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
Desig
ned by:
Revie
wed by:
Date:
Rev.
Ckd by:
Sub
mitted by:
Plot date:
Desig
n file no.
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
Mark
Mark
MA
RY
LA
ND
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
BA
LTIM
OR
E
DIS
TRIC
T
Chief,
Nav.
Branch
Dw
n by:
Dra
win
g code:
Plot scale:
US Army Corps
of Engineers
1
Sheet
reference
number:
A
B
C
D
2 3 5
Baltimore District
CO
NDITIO
N
SU
RV
EY
Sheet 3 of 5
NATIONAL MAP ACCURACY STANDARDS FROM 1:24000 QUAD MAPS.
10. MAPPING IS APPROXIMATE SINCE IT WAS COMPILED IN ACCORDANCE WITH
9. SURVEYED 3 & 4 AUGUST 2011.
8. CHANNEL WIDTH IS 150 FEET.
7. PROJECT DEPTH: 12 FEET.
6. THE BOTTOM WAS DEFINED BY AN ODOM HYDROTRAC DEPTH SOUNDER.
SYSTEM.
5. SURVEYED BY THE HYDRO I USING A TRIMBLE GLOBAL POSITIONING
COORDINATE SYSTEM.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
1. STATIONS ARE AT 1000’ INTERVALS.
NOTE:
TA
LB
OT
CO
UN
TY
TR
ED
AV
ON
CH
AN
NE
L
ST
ATIO
N
3+5
00
TO
6+900
AU
GU
ST ’11
FI
LE:
41
MA
P:
11-
00
4
File na
me:S
H01_
05
C02
2A
UG
2011
JA
HS
MG
SM
G
V-103
ST
ATI
ON 3
+000
ST
ATI
ON 4+000
ST
ATI
ON 5+000
ST
ATI
ON 6+000
ST
ATI
ON 7+000
GDM #21
TREE
PILING
PIER
TR
ED
CI
R
CT
WOODLAND
CT
CIR
COVE
WOODLAND
AVON
12.
4 12.
3
12.3
12.
3
12.
3
12.
3
12.3
12.3
12.
2
12.2
12.
2
12.
2
12.
2
12.
2
12.2
12.
2
12.
1
12.1
12.1
12.
1
12.
1
12.
1
12.1
12.1
12.1
12.1
12.1
12.1
12.
0
12.0
12.0
12.0
12.
0
12.
0
12.
0
12.
0
12.0
12.0
12.0
12.0
11.9
11.9
11.
9
11.9
11.
8
11.
8
11.
8
11.8
11.
8 11.
8
11.8
11.
8
11.7
11.7
11.7
11.6
11.6
11.6
11.
6
11.
6
11.6
11.
6
11.5
11.
5
11.5
11.5
11.4
11.4
11.
4
11.4
11.4
11.4
11.3
11.
3
11.
3
11.3
11.3
11.
3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.
2
11.2
11.2
11.2
11.2
11.
2
11.2
11.
2
11.2
11.2
11.2
11.2
11.
2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.
2
11.
2
11.
2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.
1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.
1
11.1
11.1
11.
1
11.
1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.
0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.
9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.
9
10.
9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.
9
10.
9 10.
9
10.9
10.9
10.9
10.
9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.
8
10.
8
10.8
10.8
10.8
10.8
10.8
10.8
10.
8
10.8
10.8
10.8
10.
8
10.8
10.8
10.
8
10.8
10.7
10.7
10.7
10.7
10.
7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.
7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.
6
10.
6
10.6
10.6
10.6
10.6
10.6
10.6
10.
6
10.6
10.6
10.6
10.6
10.5
10.
5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.
5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.
5
10.5
10.4
10.4
10.
4
10.4
10.
4
10.4
10.4
10.4
10.4
10.
4
10.4
10.4
10.4
10.4
10.4
10.4
10.
4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.
2
10.2
10.2
10.
2
10.2
10.2
10.2
10.2
10.2
10.2
10.
2
10.
2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.
1
10.1
10.1
10.1
10.
1
10.1
10.1
10.1
10.1
10.1
10.1
10.
1
10.
1
10.1
10.1
10.0
10.0
10.0
10.0
10.
0
10.0
10.
0
10.
0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
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
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
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
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
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
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
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
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
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
5.6
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
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
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
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
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
3.4
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
3.1
3.0
3.0
3.0
3.0
2.9
2.9
2.9
2.9
2.8
2.8
2.8 2
.8
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.3
2.2
2.1
2.0
2.0 2
.0
2.0
1.9
1.9
1.9
1.9
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.7 1
.7
1.6
1.6
1.6
1.5
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.2
1.1
0.9
0.9
0.8
0.6
0.5
0.4
N
TRED A
VON RIV
ER
N 399,500
N 399,000
N 398,500
N 398,000
N 397,500
N 397,000
E 1,566,500
E 1,566,000
E 1,565,500
E 1,565,000
E 1,564,500
E 1,564,000
E 1,563,500
E 1,563,000
E 1,566,500
E 1,565,500
E 1,566,000
E 1,565,000
E 1,564,500
E 1,564,000
E 1,563,500
E 1,563,000
N 399,500
N 399,000
N 398,500
N 398,000
N 397,500
N 397,000
SHIPSHEAD CREEK
MAT
CHLI
NE T
O S
HEET 3
0 100 100 200FT
SCALE IN FEET
50
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
Desig
ned by:
Revie
wed by:
Date:
Rev.
Ckd by:
Sub
mitted by:
Plot date:
Desig
n file no.
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
Mark
Mark
MA
RY
LA
ND
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
BA
LTIM
OR
E
DIS
TRIC
T
Chief,
Nav.
Branch
Dw
n by:
Dra
win
g code:
1. STATIONS ARE AT 1000’ INTERVALS.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
Plot scale:
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
COORDINATE SYSTEM.
SYSTEM.
NOTE:
US Army Corps
of Engineers
1
Sheet
reference
number:
A
B
C
D
2 3 5
Baltimore District
CO
NDITIO
N
SU
RV
EY
Sheet 4 of 5
8. CHANNEL WIDTH IS 150 FEET.
MATCHLINE TO SHEET 5
5. SURVEYED BY THE HYDRO I USING A TRIMBLE GLOBAL POSITIONING
6. THE BOTTOM WAS DEFINED BY AN ODOM HYDROTRAC DEPTH SOUNDER.
7. PROJECT DEPTH: 12 FEET.
9. SURVEYED 3 & 4 AUGUST 2011.
10. MAPPING IS APPROXIMATE SINCE IT WAS COMPILED IN ACCORDANCE WITH
NATIONAL MAP ACCURACY STANDARDS FROM 1:24000 QUAD MAPS.
V-104
TA
LB
OT
CO
UN
TY
TR
ED
AV
ON
CH
AN
NE
L
ST
ATIO
N
7+000
TO
10
+4
00
AU
GU
ST ’11
FI
LE:
41
MA
P:
11-
00
5J
AH
SM
G
SM
G
File na
me:S
H01_
05
C02
2A
UG
2011
ST
ATI
ON 7+000
ST
ATI
ON 8+000
ST
ATI
ON 9+000
STATION 10+000
GDM #21
RDM #20
PL
AT
TE
R
TE
RR
TRE
D
RO
AD
AV
ON
TRIPPE
RD
WAVERLY
DR
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8 13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
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
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
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
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
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
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
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
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.4
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
7.3
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
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
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
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.1
4.9
4.8
4.6
4.5
4.2
3.8
3.8
3.6
3.0
3.0
2.5
N
N 396,500
N 396,000
N 395,500
N 395,000
N 394,500
N 394,000
E 1,566,500
E
1,565,000
E
1,564,500
E
1,564,000
E
1,563,500
E
1,563,000
E 1,562,500
E 1,562,000
E 1,565,500
E 1,564,500
E 1,565,000
E 1,564,000
E 1,563,500
E 1,563,000
E 1,562,500
E 1,562,000
N 396,500
N 396,000
N 395,500
N 395,000
N 394,500
N 394,000
MATCHLINE TO SHEET 4
WATERMELON POINT
0 100 100 200FT
SCALE IN FEET
50
TRED A
VON
RIV
ER
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
Desig
ned by:
Revie
wed by:
Date:
Rev.
Ckd by:
Sub
mitted by:
Plot date:
Desig
n file no.
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
Mark
Mark
MA
RY
LA
ND
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
BA
LTIM
OR
E
DIS
TRIC
T
Chief,
Nav.
Branch
Dw
n by:
Dra
win
g code:
Plot scale:
US Army Corps
of Engineers
1
Sheet
reference
number:
A
B
C
D
2 3 5
Baltimore District
CO
NDITIO
N
SU
RV
EY
Sheet 5 of 5
NORTHING EASTING
RIGHT GEO
STATION NORTHING EASTING NORTHING EASTING
LEFT GEO CENTERLINE
NATIONAL MAP ACCURACY STANDARDS FROM 1:24000 QUAD MAPS.
10. MAPPING IS APPROXIMATE SINCE IT WAS COMPILED IN ACCORDANCE WITH
9. SURVEYED 3 & 4 AUGUST 2011.
8. CHANNEL WIDTH IS 150 FEET.
7. PROJECT DEPTH: 12 FEET.
6. THE BOTTOM WAS DEFINED BY AN ODOM HYDROTRAC DEPTH SOUNDER.
SYSTEM.
5. SURVEYED BY THE HYDRO I USING A TRIMBLE GLOBAL POSITIONING
COORDINATE SYSTEM.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
1. STATIONS ARE AT 1000’ INTERVALS.
NOTE:
V-105
TA
LB
OT
CO
UN
TY
TR
ED
AV
ON
CH
AN
NE
L
ST
ATIO
N
10
+5
00
TO
13
+5
02
AU
GU
ST ’11
FI
LE:
41
MA
P:
11-
00
6
File na
me:S
H01_
05
C02
2A
UG
2011
JA
HS
MG
SM
G
0+000.00 1570117.60 402282.10
0+950.06 1570832.70 401656.60
1570256.40 402326.80
1570915.00 401750.701570042.40 402082.20
1570155.80 402082.70
1570750.40 401562.50
NORTHING EASTING
RIGHT GEO CENTERLINE LEFT GEO
NORTHING EASTING
0+000.00 1570984.01 403644.86
0+899.44 1570483.02 402897.86
1+424.92 1570246.02 402428.86
2+708.34 1569401.03 401462.87
3+292.40 1568833.02 401326.87
4+049.08 1568221.02 400881.88
4+719.24 1567582.02 400679.89
5+363.47 1567070.02 400288.89
9+493.07 1563935.62 397600.18
11+597.96 1563222.06 395619.93
13+501.99 1563407.08 393724.91
STATION NORTHING EASTING
1571046.30 403603.08
1570547.88 402859.92
1570308.70 402386.60
1569441.74 401395.50
1568865.03 401257.41
1568255.26 400814.04
1567617.12 400612.33
1567117.23 400230.58
1563999.47 397556.14
1563298.35 395610.40
1563481.72 393732.20
1570921.72 403686.64
1570418.15 402935.80
1570183.34 402471.12
1569360.31 401530.24
1568801.01 401396.33
1568186.78 400949.72
1567546.92 400747.45
1567022.81 400347.20
1563871.77 397644.22
1563145.77 395629.46
1563332.42 393717.62
SOUTH FORK CHANNEL COORDINATES
TRED AVON CHANNEL COORDINATES
STATION 11+000
STATION 12+000
STATION 13+000
STATION 13+502
CEDAR
PT
RD
TR
AV
EL
ER
S
RE
ST
CI
R
RBN #18
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0 14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.8
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.3 12.3
12.3
12.2
12.2
12.1
12.1 12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1 10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
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
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4 9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
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
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
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
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
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
7.5
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
7.4
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
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
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
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
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
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.4
6.4
6.0
5.8
5.7
5.3
5.0
4.9
4.2
3.5
