314 12TH ST POOL23-0001 - drainage plan Rev. 5-19-23C-1
N 77'17'02" E
99.92' (CHORD)
(MEASURED)
N 77,18,34" E 36" SANITARY
SEWER MANHOLE
100.00' (CHORD)(PLAT) ,0 RIM ELEV = 8.21'
R- 984.92' L- 10.04'a�
DENCHMARK
'SET NA II: GISK 12TH STREET
ELEVA110N= 6.33''
(60 RIGHT OF WAY)
.... ,.. �
, b CURB INLET
Dry^ - ^ • �: ': EDGE b" PAVEMENT
q S 4 FT WIDE
4 FT WIDE sa EARTHEN WEIR
EARTHEN WEIR GUY POOLE EL 9.2
EL 8.7M
Bp 1B 48
PT 1v A. 10" CABBAGE PA r C-1 9
212.82' (ME
212.69' (
UNDERGROUND
FUEL TANK
YARD DRAIN �//
TOP EL 8.4 !
PROPOSED DRIVEWAY
12" CABBAGE PALM
AGE PA
4" CABBAGE PALM
CABBAGE PALM 11" CABBAGE PALM
PROPOSED
sLy-
4.00
SIDEWALK 10" CABBAGE PALM
:pl. I
[ll 10.0'
PROPOSED
TWO STORY
FRAME
FFE:
11.5
43.0'
n
LANAI
29.3'
CTN
200x1. 15 20' BUILDING
RESTRIIOLIN
8.7
11" CABBAGE PALM
00
GUTTER
LOT 1
BLOCK 2
AII
�A, I 16.2'
N
Z
a Ld
9zl
o
1,,
_
25.8'
Tl
J �
W J O
Oi 01
N Z
z
00
I
" CABBAGE PALM
s
LOT 3
P
(
BLOCK 2
4'
3 3
16" ABDAGE PALM
N
u
C,r7
l
9.0'
z Z
PALM
94 LF
rGE
9,
6" SOCK PIPE
PROPOSED DRIVEWAY
12" CABBAGE PALM
AGE PA
4" CABBAGE PALM
CABBAGE PALM 11" CABBAGE PALM
PROPOSED
sLy-
4.00
SIDEWALK 10" CABBAGE PALM
:pl. I
[ll 10.0'
PROPOSED
TWO STORY
FRAME
FFE:
11.5
43.0'
n
LANAI
29.3'
CTN
200x1. 15 20' BUILDING
RESTRIIOLIN
8.7
11" CABBAGE PALM
00
GUTTER
LOT 1
BLOCK 2
AII
LEGEND
PRE -FLOW ARROW
QM
10" CABBAGE PALM
(00.0)
11" CABBAGE PALM
TREE PROTECTION
25.8'
Tl
J �
W J O
'AM
12 C BAGC9.3
N Z
z
ov0
Nva
" CABBAGE PALM
LOT 2
BLOCK 2
I
Z
a
YARD DRAINS ti �I II I
TOP EL 8.9 B.G. 9�' -- 0.71A AG .
3 CABBAGE PALM
9. C GE PALM 8.7
9.3
S 8343'53" W , 'X115. 5'
LOT 10 S 83'42'00" W 115.00' (MEASURED)
(PLAT) O LOT 8
.N ATLANTIC BEACHLOT 8 O
S PLAT BOOK 5, PAG 69 N
0 Ln
J �
00
s m
rn
1'1" CABBAGE PALM
LOT CALCULATIONS:
TOTAL LOT AREA = 13325.51 SQUARE FEET
IMPERVIOUS AREA:
PROPOSED FOUNDATION = 4713.72 SQUARE FEET
PROPOSED A/C PAD = 32.00 SQUARE FEET
PROPOSED POOL EQUIP PAD = 32.00 SQUARE FEET
PROPOSED POOL (455/2) = 227.50 SQUARE FEET
PROPOSED DRIVEWAY & SIDEWALK = 953.80 SQUARE FEET pOe
TOTAL IMPERVIOUS AREA = 5959.02 SQUARE FEET oo°O�
TOTAL. IMPERVIOUS AREA = 44.72% Digitally si B
Reynold D. Reynold Die'
Date: 2023Z5qi
Peterson 10:00:40.Ol
DRAINAGE NOTES: 000
1. THE COVERED PORCH AND STOOP SHALL BE °Oo
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.
DRAINAGE
LEGEND
PRE -FLOW ARROW
QM
POST -FLOW ARROW
(00.0)
EXIST. SPOT EL.
O
TREE PROTECTION
d lK
980000
QQ Q PROPOSED SPOT EL.
PROPOSED SHALLOW SWALE
X TO BE REMOVED
®a �o
�o
0 �o
0 o
SOCK DRAIN PIPE WITH POP-UP
POP EMITTER
Z z
� °LIJ g
I0 W
N W Z
v = q
M u
O
LU
N
GRAPHIC SCALE
PLQi GATE: 04 12 2023 ..
6. 1 DRAW BY: KG
�E- 20 0 10 20 40 80 DESIGNED BY: RDP
CHECKED BY: RDP
SCALE: AS NOTED
JOB NO.: 71801.00
SHEET NO.
( IN FEET )
1 inch = 20 ft.
W �
�o
s�
N M
W � �
of 0
N LL 0
J
J �
W J O
N Z
z
ov0
Nva
h. d
Z
a
00000000u000ao
u
d lK
980000
QQ Q PROPOSED SPOT EL.
PROPOSED SHALLOW SWALE
X TO BE REMOVED
®a �o
�o
0 �o
0 o
SOCK DRAIN PIPE WITH POP-UP
POP EMITTER
Z z
� °LIJ g
I0 W
N W Z
v = q
M u
O
LU
N
GRAPHIC SCALE
PLQi GATE: 04 12 2023 ..
6. 1 DRAW BY: KG
�E- 20 0 10 20 40 80 DESIGNED BY: RDP
CHECKED BY: RDP
SCALE: AS NOTED
JOB NO.: 71801.00
SHEET NO.
( IN FEET )
1 inch = 20 ft.