CHESAPEAKE BAY 20-50Plans...LOCATION MAP CHESAPEAKE BAY 0 1,0002,000Feet APO #1 APO #2 SITE 2...
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SITE 1 LOCATION MAP CHESAPEAKE BAY 0 1,000 Feet 2,000
Transcript of CHESAPEAKE BAY 20-50Plans...LOCATION MAP CHESAPEAKE BAY 0 1,0002,000Feet APO #1 APO #2 SITE 2...
SITE
1
LOCATION MAP
CH
ES
AP
EA
KE
B
AY
0 1,000 Feet2,000
APO #1
APO #2
SITE
2
ADJOINING PROPERTY OWNERS
0 150 Feet300
SOURCE: ANN ARUNDEL COUNTY GIS SUBDIVISION MAPS
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B
L
O
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K
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CHESAPEAKE BAY
C
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R
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O
L
L
T
O
N
R
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A
D
C
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R
R
O
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NON TIDAL
WETLANDS
MLW
0
MLW
0
MHW
+1
MHW
+1
3
EXISTING CONDITIONS
0 40 Feet80
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CHESAPEAKE BAY
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O
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L
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D
C
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R
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K
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NON TIDAL
WETLANDS
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CHESAPEAKE BAY
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L
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C
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R
O
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NON TIDAL
WETLANDS
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2
2
5
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0
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2
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0
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2
2
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2
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5
5
M
LW
0
MLW
0
MHW
+1
M
H
W
+
1
4
SHEET INDEX
0 40 Feet80
SHEET 5SHEET 6
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NON TIDAL
WETLANDS
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NON TIDAL
WETLANDS
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LIMIT OF FILL
LIMIT OF FILL
LIMIT OF FILL
LIMIT OF FILL
BREAK WATER 1
CREST ELEV. +4 110 LF
BREAK WATER 2
CREST ELEV. +4 110 LF
1
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:1
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:1
1
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:1
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:
1
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:
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10:1
10:1
EXISTING
ROCK
GROINS (5)
SAND FILL
SAND FILL
SAND FILL
0+
00
0+
50
1+
00
1+
50
2+
00
2+
50
3+
00
M
LW
0
M
H
W
+
1
82.84'
98.77'
A
A
B
B
HIGH MARSH
HIGH MARSH
HIGH MARSH
COBBLE UNDER DRAIN
5
PROPOSED SHORELINR LAYOUT
MA
TC
H L
IN
E S
HE
ET
6
0 20 Feet40
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2
5
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LIMIT OF FILL
LIMIT OF FILL
LIMIT OF FILL
BREAK WATER 3
CREST ELEV. +4 110 LF
BREAK WATER 4
CREST ELEV. +4 148 LF
1
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:1
1
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:
1
1
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:1
10:1
SAND FILL
SAND FILL
SAND FILL
3+
50
4+
00
4+
50
5+
00
5+
50
6+
00
6+
14.5
4
MLW
0
MHW
+1
97.26'
97.65'
C
C
D
D
DREDGE PIPE
HIGH MARSH
HIGH MARSH
SITE ACCESS
6
PROPOSED SHORELINR LAYOUT
MA
TC
H L
IN
E S
HE
ET
5
0 20 Feet40
Elevatio
n
Elevatio
n
Offset
Offset
-10
-5
0
5
10
-10
-5
0
5
10
00-50-100
00-50-100
5'
5'
ELEV.=+5ELEV.=+2
10:1
SLO
PE
EXISTING GROUND
SAND FILL
10:1
SLO
PE
HIGH MARSH PLANTING AREA
MLW 0.0
MHW +1
Section A-A
ELEV.=+4
Elevatio
nElevatio
n
Offset
Offset
-10
-5
0
5
10
-10
-5
0
5
10
00-50-100
00-50-100
10:1 S
LOPE
ELEV.=+2 ELEV.=+5
10:1 SLOPE
APPROX. PRE GROIN GROUND
CREST ELEV.=+4
6'
1
.5
:1
1
.
5
:
1
4.5'
3'
EXISTING GROUND
EXISTING GROUND
SAND FILL
EXISTING ROCK GROIN TO BE
REMOVED AND REUSED FOR
PROPOSED BREAKWATER
800 TO 2,000 LB. ARMOR STONE
HIGH MARSH PLANTING AREA
MLW 0.0
MHW +1
Section B-B
ELEV.=+4
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TYPICAL SECTIONS
0 10 Feet20
Elevatio
nElevatio
n
Offset
Offset
-10
-5
0
5
10
15
-10
-5
0
5
10
15
0-50-100-150
0-50-100-150
CREST ELEV.=+4
6'
1
.5
:1
1
.
5
:
1
4.5'
3'
EXISTING GROUND
ELEV.=+2
5'
ELEV.=+5
800 TO 2,000 LB.
ARMOR STONE
APPROX. PRE GROIN GROUND
EXISTING ROCK GROIN TO BE
REMOVED AND REUSED FOR
PROPOSED BREAKWATER
EXISTING GROUND
SAND FILL
HIGH MARSH PLANTING AREA
MLW 0.0
MHW +1
Section C-C
ELEV.=+4
Elevatio
n
Elevatio
n
Offset
Offset
-10
-5
0
5
10
-10
-5
0
5
10
0-50
0-50
10:1
SLO
PE
10:1
SLO
PE
5'
ELEV.=+2
SAND FILL
5'
ELEV.=+5
EXISTING GROUND
EXISTING GROUND
HIGH MARSH PLANTING AREA
MLW 0.0
MHW +1
Section D-D
ELEV.=+4
8
TYPICAL SECTIONS
0 10 Feet20
