51 BEACH AVE RES19-0058 SEALEDOMMENTS 4-8-20 RECIEVED 6-3-20 5_1N06°32'11"W 50.00'
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FLOOD ZONE "VE" (EL 12)
FLOOD ZONE "X"
EROSION CONTROL LINE
CONCRETE BULKHEAD
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GENERAL PERMIT LINE (
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BOOK 12975, PAGE 1781
EDGE OF PAVEMENT
APPROXIMATE
LOCATION OF SEAWARD
VEGETATION LINE
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6.0'24.4'24.4'28.4'4.0'18.4'2 STORY WOODGARAGE APARTMENT
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HISTORICAL LOCATION OF CONCRETE BULKHEAD
PER RAY, DURDEN, SNYDER & ASSOCIATES
PROFESSIONAL LAND SURVEYORS
JOB NO. 85807, DATED SEPTEMBER 28, 1976
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SITE SECTION 'A-A'(SEE 2 / DEP0.20 FOR ADD'L. INFO.)10' ALLEY BY PLATBEACH AVENUEN 06° 26' 53" W 49.82COASTAL CONSTRUCTIONCONTROL LINE N 06° 26' 53" W 203.21PROPOSED6' CONC. WALL
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PROPOSED~400 sq.ft. - (2)PARALLEL PARKINGSPOTS PERVIOUS TURF BLOCK PAVERS,VOIDS FILLED WITH GRAY GRANITEAGGREGATEPROPOSED8" WIDE FLUSH RIBBON CURB EXISTING UTILITIES (TYP.)EXISTING STOP SIGNPROPOSED MUHLY GRASS (TYP.)PROPOSED TYPE 'B' CURB PROPOSED TYPE 'B' CURB (TYP.)
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LANDSCAPE(TYP.)LANDSCAPE(TYP.)PROPOSEDPICKET FENCE HARDSCAPE (TYP.)
F
.
F
.
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.
(
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A
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K
W
A
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)
1
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PROPOSEDGRANITE AGGREGATE (TYP.)
L
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TYPE
'
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(
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F
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C
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PROPOSEDCATWALK STAIRS
1
1
36'-0"
POOL
4'-0"
4'-0"
2
8
'
-
0
"
1
2
'
-
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2
3
'
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9
2
'
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'
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"
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0
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7
'
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2
"
1
9
'
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4
"
9'-0"15'-0"6'-0"24'-0"20'-7"CARRIAGEGUEST
R
E
S
I
D
E
N
C
E
PROPOSEDGUEST BALCONY(WOOD)
RESIDENCE
CARRIAGE 7'-2"5'-0"7'-0"21'-4"GUEST
5
'
-
4
"
FOUND 1/2" IRON PIPE,NO CAPN=2178549.4E=531336.2 FOUND 1/2" IRONPIPE, LB 7820N=2178423.5E=531330.5
F
O
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3
/
4
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3
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=
2
1
7
8
4
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4
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7
E
=
3
7
5
2
3
7
.
9
BENCHMARK: SET MAGNAIL & DISK, LB 3672ELEV.=15.90' (NAVD 88)
S
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1
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2
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F
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)
1
7
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9
6
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(
N
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28'-2"
2
'
-
6
"
2
'
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6
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1
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'
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5
"
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,
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3
2
2
3
3
9
'
-
1
"
A
R
B
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R
16'-6"
ARBOR
EQUAL EQUAL
49'-71
2"
MASONRY WALL
3
5
'
-
4
"
M
A
S
O
N
R
Y
W
A
L
L
2
0
7
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-
1
1
1
2
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P
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N
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1
7
8
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-
7
1
2
"
M
A
S
O
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W
A
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L
11'-1012"52'-9"CLEARPICKET FENCE 23'-112"PICKET FENCE F.F.E. (SLAB)16.25' (N.A.V.D.)DRIVEWAY
4
'
-
5
"
1
'
-
1
1
"
40'-0"
MASONRY WALL
5'-0"4'-111
2"
F
.
F
.
E
.
(
W
O
O
D
)
1
1
.
4
6
'
(
N
.
A
.
V
.
D
.
)
EROSION CONTROL LINE
PER PLAT BOOK 35, PAGES 59, 59A AND 59B
A
D
E
P
0
.
2
0
60.82' IRON PIPETO IRON PIPE
40'-0"
OCEAN DECK
40'-0"
POOL DECK
3'-6"
9
'
-
0
"
3'-6"9'-1112"
2
9
'
-
1
0
"
21'-81
2"
5'-0"
7'-4"
PROPOSEDGENERATOR & A/C PAD
P
R
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D
2
N
D
S
T
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2
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0
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(
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10'-2"11'-6"
P
R
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2'-0"
12'-5"
10'-4"
GARAGE #24'-
6
"
5'-2"
1
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2
1
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,
L
B
3
6
7
2
F
O
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1
/
2
"
I
R
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N
PIPE, LB 36
7
2
FOUND 1/2" IR
O
N
FLOOD ZONE "VE" (EL 12)
FLOOD ZONE "X"
CONCRETE BULKHEAD
2
4
5
.
9
0
'
(
I
R
O
N
T
O
R
E
B
A
R
)
S06°32'15"E 49.81'
IRON PIPE TO IRON PIPE
TRAVERSE LINE ONLY
(SET 100 FEET EAST
OF WEST PROPERTY LINE)
PER PLAT BOOK 35, PAGES 59, 59A AND 59B
D
U
N
E
G
R
A
S
S
E
S
1.3'X1.3'BLOCK PUMPPAD 0.1'CENTERLINE LOT 3
9
.
8
'
1
.
5
'
6
.
9
'
2
.
0
'
6
.
7
'
2
.
0
'
5
.
6
'
0
.
9
'
1
9
.
5
'
1
5
.
2
'
1
1
.
6
'
1
1
.
6
'
EASTERLY LINE OF BLOCK 33 BY
PLAT
ON LINE0.1'
0
.
9
'
5.0'5.0'
0
.
9
'
0
.
1
'
1
.
3
'
0.6'0.3'
C
O
N
C
R
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T
E
W
A
L
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GENERAL PERMIT LINE
(
P
E
R
O
F
F
I
C
I
A
L
R
E
C
O
R
D
S
BOOK 12975, PAGE 1781
APPROXIMATE
LOCATION OF SEAWARD
VEGETATION LINE
D
U
N
E
G
R
A
S
S
E
S
18.2'18.1'
1
3
.
7
'
1
4
.
6
'
1
0
.
9
'
1
1
.
0
'
HISTORICAL LOCATION OF CONCRETE BULKHEAD
PER RAY, DURDEN, SNYDER & ASSOCIATES
PROFESSIONAL LAND SURVEYORS
JOB NO. 85807, DATED SEPTEMBER 28, 1976
1
1
.
1
1
1
.
4
1
1
.
6
1
0
.
6
1
3
.
3
1
3
.
3
1
3
.
8
1
4
.
8
1
5
.
8
1
5
.
9
1
5
.
7
1
6
.
2
1
5
.
5
15.2 15.315.2
1
6
.
0
1
5
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9
1
5
.
9
1
5
.
7
1
5
.
0
1
5
.
1
1
6
.
4
1
6
.
6
1
6
.
4
1
6
.
1
1
5
.
3
14.7 14.714.514.5 15.0 14.5 14.514.6
C
O
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1
.
1
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W
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SV 13"T15
1
3
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T
1
5
1
1
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T
1
5
1
3
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T
1
5
1
3
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T
1
5
1
2
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1
5
1
5
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T
1
5
1
8
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1
5
14"T15 16"T1513"T157"T1514"T15WMCRSTOP SIGN CPP CR
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1
1
1
3
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1
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1
5
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1
5
1
4
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1
5
1
2
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1
5
1
4
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1
5
1
5
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1
5
1
3
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T
1
5
1
3
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1
5
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6
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1
5
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1
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F
O
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3
/
4
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R
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A
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3
1
4
5
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(
0
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7
5
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W
)
F
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A
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A
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&
D
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1
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1
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2
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=
3
7
5
2
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7
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9
S
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1
/
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EROSION CONTROL LINE
PER PLAT BOOK 35, PAGES 59, 59A AND 59B
60.82' IRON PIPETO IRON PIPEEXISTING UTILITIES(TYP.)EXISTING STOP SIGNPROPOSED MUHLYGRASS (TYP.)PROPOSED TYPE 'B'CURB PROPOSED~400 sq.ft. - (2)PARALLEL PARKINGSPOTS PERVIOUS TURF BLOCKPAVERS, VOIDS FILLED WITH GRAYGRANITE AGGREGATEPROPOSED8" WIDE FLUSH RIBBON CURB EDGE OF PAVEMENT
P
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AHERN STREET75' RIGHT-OF-WAY (PAVED)
H
A
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9
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1
5
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6
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(
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A
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P
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)
9
2
'
-
8
"
2
4
'
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0
1
2
"
21'-0"24'-0"5'-0"24'-0"21'-0"30'-0"
35'-0"5'-0"10'-2"
1
3
'
-
0
"
2
4
'
-
6
"
2
1
'
-
4
"
5'-0"
P
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C
E
CARRIAGE
P
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P
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D
L
A
W
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10'-0"24'-0"
18'-0"
5
0
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0
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14'-0"
1
6
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-
1
1
1
2
"
P
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P
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2
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9
'
-
6
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9
'
-
6
"
5
'
-
0
"
1
2
'
-
0
"
36'-0"
POOL
4'-0"
4'-0"
2
8
'
-
0
"
1
2
'
-
0
"
2
3
'
-
1
1
"
P
R
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W
A
L
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9
2
'
-
8
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5
'
-
4
"
1
5
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-
0
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1
9
'
-
4
"
9
'
-
0
"
15'-0"6'-0"24'-0"20'-7"CARRIAGEPROPOSED GUE
S
T
P
R
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P
O
S
E
D
R
E
S
I
D
E
N
C
E
RESIDENCE
CARRIAGE 7'-2"5'-0"7'-0"21'-4"GUEST28'-2"
2
'
-
6
"
2
'
-
6
"
1
6
'
-
5
"
P
R
O
P
O
S
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D
L
A
W
N
9
'
-
1
"
A
R
B
O
R
16'-6"
ARBOR
EQUAL EQUAL
49'-71
2"
PROPOSED MASONRY WALL
3
5
'
-
4
"
P
R
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P
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D
M
A
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R
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A
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2
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7
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-
1
1
1
2
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P
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1
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L
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11'-1012"52'-9"CLEARPICKET FENCE 22'-712"PICKET FENCE DRIVEWAY
4
'
-
5
"
1
'
-
1
1
"
40'-0"
PROPOSED MASONRY WALL
5'-0"
4'-111
2"
40'-0"
OCEAN DECK
40'-0"
POOL DECK
3'-6"
9
'
-
0
"
3'-6"9'-1112"
20'-111
2"
7'-4"
F
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1
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F.F.E. (SLAB)16.00' (N.A.V.D.)F.F.E. (SLAB)16.00' (N.A.V.D.)
F
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1
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7
9
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F.F.E. (DRIVE)15.92' (N.A.V.D.)
F
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(
W
O
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1
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9
6
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1
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F.F.E. (SLAB)16.25' (N.A.V.D.)
F
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1
1
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4
6
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PROPOSEDDRIVEWAY PROPOSED2-STORYCARRIAGE HOUSEPROPOSED2-STORYGUEST HOUSE
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PROPOSED6' CONC. WALL
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PROPOSEDGUEST DRIVEW
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:
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LANDSCAPE (TYP.)LANDSCAPE (TYP.)PROPOSEDPICKET FENCE HARDSCAPE (TYP.)PROPOSEDGRANITEAGGREGATE(TYP.)
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PROPOSEDPICKET FENCEPROPO
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PROPOSEDGUEST BALCONY(WOOD)
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N 06° 26' 53" W 49.82COASTAL CONSTRUCTION CONTROL LINEEDGE OF PAVEMENT
N
8
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5
3
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E
2
4
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4
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5
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N06°32'11"W 50.00'N06°52'57"W 50.75' (FIELD)BEACH AVENUE10' ALLEY BY PLAT PROPOSEDGENERATOR PAD PROPOSEA/C PAD
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50.00' WESTERLY 5' OF LOT 4
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10'-4"
12'-51
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COPYRIGHT 2004 A.D. CRONK DUCH ARCHITECTURE. ALL RIGHTS RESERVED. NO PART OF THIS WORK MAY BE USED, REPRODUCED, DISTRIBUTED, DISPLAYED OR OTHERWISE COMMUNICATED IN ANY FORM OR BY ANY MEANS W/O PRIOR WRITTEN CONSENT OF CRONK DUCH ARCHITECTURE.
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