314 12th POOL23-0001 revise pool calcs 3-14-23C-1
N 77'17'02" E
99.92' (CHORD)
(MEASURED)
N 77'18'34" E 36" SANITARY
SEWER MANHOLE
100.00' (CHORD)(PLAT) RIM ELEV = 8.21'
R- 984.92' L= 10.04'
I s� BENCHMARK r
f
'sET NAIL ! DISK 12TH STREET
E�NAVD 1198833, ` (80 RIGHT OF WAY)- 1
..0°, CURB INLET
EOG ...:
0� y" E OF PAVEMENT 0
4 FT WIDE
4 FT WIDE 6" EARTHEN WEIR
EARTHEN WEIR cur WOOD
EL 9.2
EL 8.7
5
b0 6N C-1 q� LB 48 N
PT 10" CABBAGE PA ...__
a,
�W
I d
()( LOT I
BLOCK 2
LO
(J'at94 LF 9�
CC 6" SO IPE I
YARD DRAIN
TOP EL 8.9
;
i \
€ ,~ Al
PROPOSED
TWO STORY
FRAME
FFE;
11.5
f 4�`
,BBAGE PALM \
1�5 LANAI
CABBAGE PALM 29.3'
L_ _=�
am
0x 13
0" C.
5, 13 CABBAGE PALM
S 83'43'53"
LOT 10 S 8342'00" W
ATLANTIC BEACH LOT B
PLAT BOOK 5, PAG 69
15.0'
9.3
s 8.7
11" CABBAGE PALM
00
P GUTTER
2.79.1
LOT 1
° BLOCK 2
1111
10" CABBAGE PADA
212.82' (M
CABBAGE PALM
PROPOSED DRIVEWAY
l\
212,68' (PLAT)
14 CA GAGE IAI?Ift
12" CABBAGE PALM
SL
UNDERGROUND
LOT 2 I
10,
�"°►14"
FUEL TANK
0.3'
i "CABBAGE PALM
�
CABBAGE PALM
11" CABBAGE PALM
PROPOSED
4.00 SIDEWALK
�T10" CABBAGE PALM
YARD DRAIN
/
ez" A AGE P
30' BUILDING
TOP EL 8.4
�p- 13.0'
RESTRICTION UNE.
ENTRY
16
39.0'
O
9 R q!--
9 G
wl
O 10.0'
a,
�W
I d
()( LOT I
BLOCK 2
LO
(J'at94 LF 9�
CC 6" SO IPE I
YARD DRAIN
TOP EL 8.9
;
i \
€ ,~ Al
PROPOSED
TWO STORY
FRAME
FFE;
11.5
f 4�`
,BBAGE PALM \
1�5 LANAI
CABBAGE PALM 29.3'
L_ _=�
am
0x 13
0" C.
5, 13 CABBAGE PALM
S 83'43'53"
LOT 10 S 8342'00" W
ATLANTIC BEACH LOT B
PLAT BOOK 5, PAG 69
15.0'
9.3
s 8.7
11" CABBAGE PALM
00
P GUTTER
2.79.1
LOT 1
° BLOCK 2
1111
m. 8.7-
9.3
115. 5' (MEASURED)
115.00' (PLAT) c
Ul N
J
J �1
aN
Ln CO
s fr1
�m
11" 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 F„ N
PROPOSED POOL EQUIP PAD = 32.00 SQUARE FEET z
PROPOSED POOL (455/2) = 227.50 SQUARE FEET OQ�pp000010pap0 0 d
PROPOSED DRIVEWAY & SID WA K = 95380 SQUARE FET pppppp�®� eOpo�
TOTAL IMPERVIOUS AREA = 5959.02 SQUARE FEET o0
TOTAL IMPERVIOUS AREA = 44.72% o� Ai! o.
Reynold D. ReyYnold
Peterson Date:
08:13:1111
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.
C � o
z° ?.E.NO:
®
0009o
O
o�
p�
P00000 e
DRAINAGE LEGEND
PRE—FLOW ARROW Q4 4 PROPOSED SPOT EL.
41%- POST -FLOW ARROW — ' — PROPOSED SHALLOW SWALE
(00.0) EXIST. SPOT EL. X TO BE REMOVED
O TREE PROTECTION
o- _ _ SOCK DRAIN PIPE WITH POP-UP
POp EMITTER
Z Z
0
~ W a
� w
(V°Lu Q
x Z
M U)
0 0
W
co
1 REVISIONS 1
9° GRAPHIC SCALE
PLOT OATS03 9 2
.1' DRAWN BY.
20 0 10 20 40 00 DESIGNED BY: I
CHECKED GY. I
LOT 6 SCALE: AS NO
JOB NO.: 71601
( IN FEET ) SHEET NO.
1 inch = 20 ft.
10" CABBAGE PADA
11"
CABBAGE PALM
25.8'
9,3 12 C BAG
8.7
11" CABBAGE PALM
LOT 2 I
BLOCK 2
I
m. 8.7-
9.3
115. 5' (MEASURED)
115.00' (PLAT) c
Ul N
J
J �1
aN
Ln CO
s fr1
�m
11" 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 F„ N
PROPOSED POOL EQUIP PAD = 32.00 SQUARE FEET z
PROPOSED POOL (455/2) = 227.50 SQUARE FEET OQ�pp000010pap0 0 d
PROPOSED DRIVEWAY & SID WA K = 95380 SQUARE FET pppppp�®� eOpo�
TOTAL IMPERVIOUS AREA = 5959.02 SQUARE FEET o0
TOTAL IMPERVIOUS AREA = 44.72% o� Ai! o.
Reynold D. ReyYnold
Peterson Date:
08:13:1111
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.
C � o
z° ?.E.NO:
®
0009o
O
o�
p�
P00000 e
DRAINAGE LEGEND
PRE—FLOW ARROW Q4 4 PROPOSED SPOT EL.
41%- POST -FLOW ARROW — ' — PROPOSED SHALLOW SWALE
(00.0) EXIST. SPOT EL. X TO BE REMOVED
O TREE PROTECTION
o- _ _ SOCK DRAIN PIPE WITH POP-UP
POp EMITTER
Z Z
0
~ W a
� w
(V°Lu Q
x Z
M U)
0 0
W
co
1 REVISIONS 1
9° GRAPHIC SCALE
PLOT OATS03 9 2
.1' DRAWN BY.
20 0 10 20 40 00 DESIGNED BY: I
CHECKED GY. I
LOT 6 SCALE: AS NO
JOB NO.: 71601
( IN FEET ) SHEET NO.
1 inch = 20 ft.