1725 BEACH DWG B BBVI
I
FOUND 1/2" IRON
PIPE, NO CAP
- O 6
z
m
m
GUTTER
( TYP. )
6 �
q
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w
DOWN SPOUT
(TYP.)
I
WPP W/
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Guy
9'0 001 ANCHOR PIPE, FOUND 0/CARON
�� ._..._ 0.1' 12.00
OJ' HIGH 11,98
CONCRETE WALL
GRAVEL DRIVE N1 '� m
10` SIDE SETBACK m
R1CK1'.URB- _. -
D
s I 27.0' '9 i'
3' I N PROPOSED N ;r
GARAGE a
10i FFE =12.8 °
I
X11.9
27.0'
' .,5'I -
; I 7
I O .1
I a I
m l 7 T 2 ?� 1
DOR
11.4 � j�% 19 X11.2
6"PVC PIPE
(TYP. )
WOOD POST 0'
m
MEMO
IBM
Cl -
1 -1 J
mNz
X 12.0 1
PROPOSED 1�
BRICK & FRAME
RESIDENCE NO. 520
FFE =13.40
PROPOSED
COVERED '9
PORCHH
X 12.0 ,
FOUND 1/2" IRON CONCRETE WALK
PIPE, NO CAP
z
0
L
X
%
7.7
12.0
W
H N
PLOT PLAN
LOT 2,
BLOCK 7, PLAT No. 1,
SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT
GH ARK:FOUND MAG
BOOK
5, PAGE 69 OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PUN
NOTES:
3. NO BUILDING RESTRICTION LINES PER. PLAT.
LOT 2, BLOCK 7
-�_
88)
1. THIS IS A PLOT PLAN ONLY.
�^9
LOT E &PORCHES
HO USE
?,8033 SS. FT .
2,4183 SO. FT.
4. BENCHMARK USED IS FOUND MAG NAIL & DISK
DGARAGE RWVAY
B93 SO. FT.
$5
2. INTERIOR ANGLES AS PER FIELD
SURVEY: IN NORTH SIDE OF WOOD POWER POLE AT NORTHWEST CORNER
WAGE DRMAY
126 e. FT.
- A: 90'52'18"
OF RESIDENCE NO. 352 5TH ST.
A/CFT.TOT PAD
16 SO.
B: 89'06'20"
ELEVATION = 9.92 (NAND 1988).
TOTAL IMPERY70US COVERAGE
3,186# SO. FT, 42.58
U
z
C: 90'36'33"
D: 89'24'49"
5. FH DENOTES FIRE HYDRANT.
o
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6. UGE DENOTES UNDERGROUND ELECTRIC.'
C7
7. WPP DENOTES WOOD POWER POLE.
L
X
%
7.7
12.0
W
H N
U1 M
I�B
GH ARK:FOUND MAG
w 0 v
N IL & DISK, LB 3672
EL VATI N=12.07
(NAVD
88)
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11,76 ""17.83
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88 L
6" PERFORATED
PIPE
30.1'
Y
11.82 71.83
120YARD
DRAIN
�P
TOP 11.2
Z
0
2.0'
17.
FOUND 3/4" IRON
PIPE, NO CAP
EDGE OF PAVEMENT j'u 's
4FT WIDE:
WEIR EL. 11.7
17.56
FIFTH STREET
40' RIGHT OF WAY (PAVED PUBLIC ROAD)
CROSS SECTION A - A (REAR)
N.T.S.
2' 1 4' 1 2'
11.8 11.8
TOB To
EL. 11.7
WEIR DETAIL
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OF MINIMAL FLOOD HAZARD)
AS WELL AS CAN BE DETERMINED FROM THE
FLOOD INSURANCE RATE MAP NUMBER
12031 CO409J, REVISED NOVEMBER 02, 2013
FOR DUVAL COUNTY, FLORIDA.
2
4.0'
Ij 4' 1 4' 1 4' 1 2'
l w ---
11.8 11--A/Um
TOB o LL oEffi 2,
CROSS SECTION B - B (FRO �T� ® -gf2L CO
l Q
N.T.S. a ® ® z o,2,
DRAINAGE NOTE: o o z
1. THE COVERED PORCH AND STOOP SHALL BE oo 0�� ��Gj0000
SLOPED AT MIN. 2% AWAY FROM STRUCTURE. AT THE0000 �% p 000
CONNECTION POINT OF THE PORCH AND STOOP,THE °00pgoo OUNO °o
TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N
BELOW F.F. ELEV.
3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN >
+/- 0,1 FT OF DESIGN ELEVATIONS. o z
4. ALL PERVIOUS SLOPES ADJACENT TO THE FOUNDATION SHALL U) v a
HAVE A MIN SLOPE OF 5% AWAY FROM THE STRUCTURE. ¢O o z
U u-
z
m <
U)
Q o
DRAINAGE LEGEND w
00.0 w
PRE -FLOW ARROW S/00.0 PROPOSED SPOT EL. � F=
- POST -FLOW ARROW v TO BE REMOVED
(00.0) EXIST. SPOT EL. PROPOSED SHALLOW
O� . � SWALE
TREE PROTECTION
PERFORATED PIPE
CRITICAL ELEVATION
SOCK DRAIN PIPE WITH
ppQ POP-UP EMITTER
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
1 REVISIONS 1
SHEET NO.
C-1
N
W
H N
U1 M
w 0 v
WEM
U)o�
LL
L91ui!2,
J -,'T
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11.8 11--A/Um
TOB o LL oEffi 2,
CROSS SECTION B - B (FRO �T� ® -gf2L CO
l Q
N.T.S. a ® ® z o,2,
DRAINAGE NOTE: o o z
1. THE COVERED PORCH AND STOOP SHALL BE oo 0�� ��Gj0000
SLOPED AT MIN. 2% AWAY FROM STRUCTURE. AT THE0000 �% p 000
CONNECTION POINT OF THE PORCH AND STOOP,THE °00pgoo OUNO °o
TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N
BELOW F.F. ELEV.
3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN >
+/- 0,1 FT OF DESIGN ELEVATIONS. o z
4. ALL PERVIOUS SLOPES ADJACENT TO THE FOUNDATION SHALL U) v a
HAVE A MIN SLOPE OF 5% AWAY FROM THE STRUCTURE. ¢O o z
U u-
z
m <
U)
Q o
DRAINAGE LEGEND w
00.0 w
PRE -FLOW ARROW S/00.0 PROPOSED SPOT EL. � F=
- POST -FLOW ARROW v TO BE REMOVED
(00.0) EXIST. SPOT EL. PROPOSED SHALLOW
O� . � SWALE
TREE PROTECTION
PERFORATED PIPE
CRITICAL ELEVATION
SOCK DRAIN PIPE WITH
ppQ POP-UP EMITTER
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
1 REVISIONS 1
SHEET NO.
C-1