314 12th St POOL23-0001 SITE PLAN DENIED ZONING`t r I YY I IJC. +F--�--�
EARTHEN WEIR
EL 8.7
PT 10" C BAGE PIJM
35
21�212.69'
SURED)
LAT)
6.00
5.0
0.3"n
r&i3
YARD DRAIN-,
TOP EL 8.5 0
LJ
v 0 Z
M
a oZl
aw ImC,
n n
� -00 W
N
00
A o
F
LOT 3
BLOCK 2 a
a 16"� BI
To
16.2'
PALM
43.0'
C-1
ICAHiAGE
E PALM*
PROPOSED
SIDEWALK
CAFRI
? 13.0'
N-
16 .8, u, ENTRY m
� o 0
10.0'
0) 9.0'
0
o
Z J
9" ICABBAGE PALM
94 LF
6" nQ
CLEANOUT- '
U 1
1 V,
It
0.0'
Pro dyer --
60 LF
0
M 6" PERFORATED PIPELOT 10
PROPOSED DRIVEWAY
12" CABBAGE PALM
14" CABBAGE PALM
11" CABBAGE PALM
*10" CABBAGE PALM
30' BUILDING
RESTRICTION LINE
39.0'
PROPOSED
TWO STORY
FRAME
FIFE:
11.5 ^o
LANAI
29.3'
ATED PIPE RESOTRICTIII
s�G Poni
PAL
X 10" CF
U- - CABBAGE PALM i
z��
�!/
S 83'43'53" W
S 83'42'00" W
A YARD BEACH
.1
PLAT
TOP EL 9.1
10" WOOD C]
GUY POLE
I
" CABBAGE PALM
c GUTTER
0.
m
J
Oto
Iz z
r�
IZ
� m
10" CABBAGE PALM I
11" CABBAGE PALM
-M II J
+II
25.8' ,;A'.
N11 9.3 12''C. BAGE PAL
15.0' I
11" C.8.5 JE PALM
9' LOT 2
BLOCK 2 I
IN � --
;E PALM
�1 �; 8.5
9.3
115.05' (MEASURED)
115.00' (PLAT) p
o LOT 6
CN
LOT 1
BLOCK 2
0 CD
N
N
U� LP
rn
rn
11" CABBAGE PALM
N �
N
00 fil Y
f V)rri
�
c,
I
I
.6'
�1 LEGEND: LOT CALCULAT10NS:
= EXISTING FLOW LINE TOTAL LOT AREA = 13325.51 SQUARE FEET
(DIRECTION)
= EXISTING ELEVATIONS IMPERVIOUS AREA:
PROPOSED FOUNDATION = 4713.72 SQUARE FEET
PROPOSED A/C PAD = 32.00 SQUARE FEET
= PROPOSED ELEVATIONS PROPOSED DRIVEWAY & SIDEWALK = 987.07 SQUARE
FE T
TOTAL IMPERVIOUS AREA = 5732.79 SQUARE FEET
= SET 1/2" REBAR STAMPED PSM#6146
= FOUND 1/2" IRON PIPE NO IDENTIFICATION
(UNLESS OTHERWISE NOTED)
= TREE (SIZE AND TYPE AS NOTED)
= 4"x4" CONCRETE MONUMENT
Reynold
D.
Peterson
1
00000a00000alo��onno
00 v�
Digitally signiOo
Reynold D. Men � � Lu
Date: 2022A.� �
12:34:36-04'�`��o '
00000���� � Q�
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<F*'v-
DRAINAGE NOTES:
1. THE COVERED PORCH AND STOOP SHALL BE
SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE
CONNECTION POINT OF THE PORCH AND STOOP,THE
TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N
BELOW F.F. ELEV.
3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND
DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS.
00.0
DRAINAGE LEGEND
PRE -FLOW ARROW
POST -FLOW ARROW
(00.0) EXIST. SPOT EL.
O TREE PROTECTION
00.0 PROPOSED SPOT EL.
- • - PROPOSED SHALLOW SWALE
X TO BE REMOVED
SOCK DRAIN PIPE WITH POP-UP
POP EMITTER
GRAPHIC SCALE
20 0 10 20 40
OD
( IN FEET )
1 inch = 20 ft.
80
ulo
1N
!n [(n ILL LO
9
F Q 117
w��
�
O IT
Ju�
W ^
J J cF
J
w Z
ooui
XYZ
2
co
PPPIIm OOP6 OF Th5 [-0LIIMFM IAE
�CON59EFdD 9ONtD 1.19 59X91
� iNE S'EIYIUPE M6I 9E YFR6LL9
ON NIf 9FLINONC COWS.
Z Z
0
� W
� W
CV oLFn
L W Q
T- = Z
C'7 �
O W
I REVISIONS
SHEET NO.
0) 9.0'
0
o
Z J
9" ICABBAGE PALM
94 LF
6" nQ
CLEANOUT- '
U 1
1 V,
It
0.0'
Pro dyer --
60 LF
0
M 6" PERFORATED PIPELOT 10
PROPOSED DRIVEWAY
12" CABBAGE PALM
14" CABBAGE PALM
11" CABBAGE PALM
*10" CABBAGE PALM
30' BUILDING
RESTRICTION LINE
39.0'
PROPOSED
TWO STORY
FRAME
FIFE:
11.5 ^o
LANAI
29.3'
ATED PIPE RESOTRICTIII
s�G Poni
PAL
X 10" CF
U- - CABBAGE PALM i
z��
�!/
S 83'43'53" W
S 83'42'00" W
A YARD BEACH
.1
PLAT
TOP EL 9.1
10" WOOD C]
GUY POLE
I
" CABBAGE PALM
c GUTTER
0.
m
J
Oto
Iz z
r�
IZ
� m
10" CABBAGE PALM I
11" CABBAGE PALM
-M II J
+II
25.8' ,;A'.
N11 9.3 12''C. BAGE PAL
15.0' I
11" C.8.5 JE PALM
9' LOT 2
BLOCK 2 I
IN � --
;E PALM
�1 �; 8.5
9.3
115.05' (MEASURED)
115.00' (PLAT) p
o LOT 6
CN
LOT 1
BLOCK 2
0 CD
N
N
U� LP
rn
rn
11" CABBAGE PALM
N �
N
00 fil Y
f V)rri
�
c,
I
I
.6'
�1 LEGEND: LOT CALCULAT10NS:
= EXISTING FLOW LINE TOTAL LOT AREA = 13325.51 SQUARE FEET
(DIRECTION)
= EXISTING ELEVATIONS IMPERVIOUS AREA:
PROPOSED FOUNDATION = 4713.72 SQUARE FEET
PROPOSED A/C PAD = 32.00 SQUARE FEET
= PROPOSED ELEVATIONS PROPOSED DRIVEWAY & SIDEWALK = 987.07 SQUARE
FE T
TOTAL IMPERVIOUS AREA = 5732.79 SQUARE FEET
= SET 1/2" REBAR STAMPED PSM#6146
= FOUND 1/2" IRON PIPE NO IDENTIFICATION
(UNLESS OTHERWISE NOTED)
= TREE (SIZE AND TYPE AS NOTED)
= 4"x4" CONCRETE MONUMENT
Reynold
D.
Peterson
1
00000a00000alo��onno
00 v�
Digitally signiOo
Reynold D. Men � � Lu
Date: 2022A.� �
12:34:36-04'�`��o '
00000���� � Q�
000000000ao'
<F*'v-
DRAINAGE NOTES:
1. THE COVERED PORCH AND STOOP SHALL BE
SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE
CONNECTION POINT OF THE PORCH AND STOOP,THE
TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N
BELOW F.F. ELEV.
3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND
DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS.
00.0
DRAINAGE LEGEND
PRE -FLOW ARROW
POST -FLOW ARROW
(00.0) EXIST. SPOT EL.
O TREE PROTECTION
00.0 PROPOSED SPOT EL.
- • - PROPOSED SHALLOW SWALE
X TO BE REMOVED
SOCK DRAIN PIPE WITH POP-UP
POP EMITTER
GRAPHIC SCALE
20 0 10 20 40
OD
( IN FEET )
1 inch = 20 ft.
80
ulo
1N
!n [(n ILL LO
9
F Q 117
w��
�
O IT
Ju�
W ^
J J cF
J
w Z
ooui
XYZ
2
co
PPPIIm OOP6 OF Th5 [-0LIIMFM IAE
�CON59EFdD 9ONtD 1.19 59X91
� iNE S'EIYIUPE M6I 9E YFR6LL9
ON NIf 9FLINONC COWS.
Z Z
0
� W
� W
CV oLFn
L W Q
T- = Z
C'7 �
O W
I REVISIONS
SHEET NO.
N11 9.3 12''C. BAGE PAL
15.0' I
11" C.8.5 JE PALM
9' LOT 2
BLOCK 2 I
IN � --
;E PALM
�1 �; 8.5
9.3
115.05' (MEASURED)
115.00' (PLAT) p
o LOT 6
CN
LOT 1
BLOCK 2
0 CD
N
N
U� LP
rn
rn
11" CABBAGE PALM
N �
N
00 fil Y
f V)rri
�
c,
I
I
.6'
�1 LEGEND: LOT CALCULAT10NS:
= EXISTING FLOW LINE TOTAL LOT AREA = 13325.51 SQUARE FEET
(DIRECTION)
= EXISTING ELEVATIONS IMPERVIOUS AREA:
PROPOSED FOUNDATION = 4713.72 SQUARE FEET
PROPOSED A/C PAD = 32.00 SQUARE FEET
= PROPOSED ELEVATIONS PROPOSED DRIVEWAY & SIDEWALK = 987.07 SQUARE
FE T
TOTAL IMPERVIOUS AREA = 5732.79 SQUARE FEET
= SET 1/2" REBAR STAMPED PSM#6146
= FOUND 1/2" IRON PIPE NO IDENTIFICATION
(UNLESS OTHERWISE NOTED)
= TREE (SIZE AND TYPE AS NOTED)
= 4"x4" CONCRETE MONUMENT
Reynold
D.
Peterson
1
00000a00000alo��onno
00 v�
Digitally signiOo
Reynold D. Men � � Lu
Date: 2022A.� �
12:34:36-04'�`��o '
00000���� � Q�
000000000ao'
<F*'v-
DRAINAGE NOTES:
1. THE COVERED PORCH AND STOOP SHALL BE
SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE
CONNECTION POINT OF THE PORCH AND STOOP,THE
TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N
BELOW F.F. ELEV.
3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND
DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS.
00.0
DRAINAGE LEGEND
PRE -FLOW ARROW
POST -FLOW ARROW
(00.0) EXIST. SPOT EL.
O TREE PROTECTION
00.0 PROPOSED SPOT EL.
- • - PROPOSED SHALLOW SWALE
X TO BE REMOVED
SOCK DRAIN PIPE WITH POP-UP
POP EMITTER
GRAPHIC SCALE
20 0 10 20 40
OD
( IN FEET )
1 inch = 20 ft.
80
ulo
1N
!n [(n ILL LO
9
F Q 117
w��
�
O IT
Ju�
W ^
J J cF
J
w Z
ooui
XYZ
2
co
PPPIIm OOP6 OF Th5 [-0LIIMFM IAE
�CON59EFdD 9ONtD 1.19 59X91
� iNE S'EIYIUPE M6I 9E YFR6LL9
ON NIf 9FLINONC COWS.
Z Z
0
� W
� W
CV oLFn
L W Q
T- = Z
C'7 �
O W
I REVISIONS
SHEET NO.
00.0 PROPOSED SPOT EL.
- • - PROPOSED SHALLOW SWALE
X TO BE REMOVED
SOCK DRAIN PIPE WITH POP-UP
POP EMITTER
GRAPHIC SCALE
20 0 10 20 40
OD
( IN FEET )
1 inch = 20 ft.
80
ulo
1N
!n [(n ILL LO
9
F Q 117
w��
�
O IT
Ju�
W ^
J J cF
J
w Z
ooui
XYZ
2
co
PPPIIm OOP6 OF Th5 [-0LIIMFM IAE
�CON59EFdD 9ONtD 1.19 59X91
� iNE S'EIYIUPE M6I 9E YFR6LL9
ON NIf 9FLINONC COWS.
Z Z
0
� W
� W
CV oLFn
L W Q
T- = Z
C'7 �
O W
I REVISIONS
SHEET NO.