390 PLAZA - SITE PLANSPLOT PLAN OF
ALL OF LOT 41, THE EAST (10') TEN FEET OF LOT 43 AND THE WEST (1/2) ONE-HALF
OF LOT 39, ALL IN BLOCK 10, ATLANTIC BEACH SUBDIVISION "A" AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
THE P L A Z A
80' RIGHT OF WAY (PAVED PUBLIC ROAD)
4 1 o 2,0 40
X
SCALE: 1" = 20'
a
,
BENCHMARK. `SO
SET MAGNAIL A• DISK, LB 3672 p
IN WOOD POKER POLE
ELEVATION -11.00 (NGVD 1929) 29• yyAl
ELEVA710N-9.90 (NAND 1988)
x1b
CURB INLET
r/ MANHOLE
109.95'
40.00'
1/2' IRON
I PROPOSED
��, PERVIOUS
CONCRETE
o
FOUND
PIPE. NO CAP
I
DRIVEWAY
A
1
ti
= 1
15' PALM
A/C o0
PADS
I
o
y _uI 1
15' PALM 0.3'
lo.
J 1 I
D I
1
A
�$
3.3
o
I
X
\
I
A/C o0
PADS
o
I
6.0
g I
I
1
y
a
0
WOOD
I
a
0
c0 m
I
� �
1
0.V
�at�
LI E
C� AIN
40.1/00'_
1
p
1
LAUREL
OAK
PIPE, LB 3672
Aa 84.97 FILL
85.00
ati
rn
It
OFFICE COP!
RE.-MSION
BP#
DATE lb l I 1
SIGNED
NO WR
o O CONCRETE SIDEWALK �� FOUND 1/2� IRON
PIPE. NO CAP_- _
�6 -
CLEAN OUT
LOT 41 12' PALM
1
� "CEDAR
X 16.5 '
CEDAR 1
20' SETBACK _ I
1" m
o PROPOSED
GARAGE
FINISH FLOOR V
ELEVA7ION-9.00
(NAVO 88)
PROPOSED
SPLIT LEVEL FRAME E
NCR
BLOCK & No. 390
RESIDENCE
ar
EKED DECK _ '� 9.0' '
2 I
x �
�9 . n
MIAGNOLIA V I
x I 2 ACNOLI ^ I
o
FINISHFLOOR I v 1Z*1
ELEVATION=13.66 (NAvo 88)I s Crl 1.0 1 I L
I O 00 2
a OT 37
9.0' p Z i
50. r I
v PRO-��-�' 1
l
COVERED -DEQ
2
A l I
11
1
I
NOTES. • LOT 44 I
1. THIS IS A PLOT PLAN.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. NORTH PROTRACTED FROM PLAT.
4. INTERIOR ANGLES AS PER FIELD SURVEY.
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
8TH STREET. ELEVA7I0N=11.20 (NGVD 1929), CONVERTED
TO NAVD 1988 USING CORPSCON 6.0.1, RESULTING IN AN
ELEVA T70N OF 10.10 (NAVD 1988).
6. ALL IMPROVEMENTS SHOWN, EXCEPT FENCES, ARE PROPOSED.
_w- DENOTES EXIS77NG DRAINAGE FLOW DIRECTION
CALCULATED AVERAGE GRADE ELEVATION FOR THE
BUILDABLE AREA IS 13.2 (NAVD 1988)
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE X" (AREA
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP
NUMBER 120JlCO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
c., I
18" 0
MAGNOLIA
Jam" I
X ❑ I I
I I
PROPOSED POOL `� I
PROPOSED
SPA
• 0.5' 1
7" CITRUS PROPOSTIO
26' LIVE ONCRETE
0 OAK
\11h
X
10• PALM
5.0'
12• PALM
5 .00'
85.00'
84.97'(FIELD)
6' WOOD FENCE'
LOT 42
"NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." REVISED PLOT PLAN: MAY 16, 2018
CHECKED BY:
DRAWN BY: DAF
FILE: 2018-0380
EF: 2008-749; 2017-1173
m
D'' z I
CO VE OP P T10 &IQ > 1
/ I
2'25
3 .00' L
I
_
25.00' ,
-
0.3' x 14 PALMFOUND 1/2" IRON
`�. PIPE, NO CAP
II
LOT 40
I
IMPERVIOUS.
HOUSE INCLUDING GARAGE = 3052 SQUARE FEET
CONCRETE AREAS = 599 SQUARE FEET
WOOD PA770 DECKS = 1633 SQUARE FEET
TOTAL IMPERVIOUS = 5966 SQUARE FEET
OVERALL LOT AREA = 11057 SQUARE FEET
PERCENTAGE OF IMPERVIOUS = 487.
THIS MA P WA S FOR THE BENEFI T OF
THOMAS A WEBER AND JULIEANN E WEBER.
STEPHEN W. CREWS, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
MARCH 28, 2018
SHEET 1 OF1
1
w I
3.3
o
I
I
\
I
A/C o0
PADS
o
I
6.0
V
16.0
PROPOSED
1
WOOD
I
a
0
�
O
I10' PALM
1
0.V
�at�
LI E
C� AIN
40.1/00'_
FND 2' IRON
1.6'
PIPE, LB 3672
1
I
NOTES. • LOT 44 I
1. THIS IS A PLOT PLAN.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. NORTH PROTRACTED FROM PLAT.
4. INTERIOR ANGLES AS PER FIELD SURVEY.
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
8TH STREET. ELEVA7I0N=11.20 (NGVD 1929), CONVERTED
TO NAVD 1988 USING CORPSCON 6.0.1, RESULTING IN AN
ELEVA T70N OF 10.10 (NAVD 1988).
6. ALL IMPROVEMENTS SHOWN, EXCEPT FENCES, ARE PROPOSED.
_w- DENOTES EXIS77NG DRAINAGE FLOW DIRECTION
CALCULATED AVERAGE GRADE ELEVATION FOR THE
BUILDABLE AREA IS 13.2 (NAVD 1988)
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE X" (AREA
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP
NUMBER 120JlCO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
c., I
18" 0
MAGNOLIA
Jam" I
X ❑ I I
I I
PROPOSED POOL `� I
PROPOSED
SPA
• 0.5' 1
7" CITRUS PROPOSTIO
26' LIVE ONCRETE
0 OAK
\11h
X
10• PALM
5.0'
12• PALM
5 .00'
85.00'
84.97'(FIELD)
6' WOOD FENCE'
LOT 42
"NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." REVISED PLOT PLAN: MAY 16, 2018
CHECKED BY:
DRAWN BY: DAF
FILE: 2018-0380
EF: 2008-749; 2017-1173
m
D'' z I
CO VE OP P T10 &IQ > 1
/ I
2'25
3 .00' L
I
_
25.00' ,
-
0.3' x 14 PALMFOUND 1/2" IRON
`�. PIPE, NO CAP
II
LOT 40
I
IMPERVIOUS.
HOUSE INCLUDING GARAGE = 3052 SQUARE FEET
CONCRETE AREAS = 599 SQUARE FEET
WOOD PA770 DECKS = 1633 SQUARE FEET
TOTAL IMPERVIOUS = 5966 SQUARE FEET
OVERALL LOT AREA = 11057 SQUARE FEET
PERCENTAGE OF IMPERVIOUS = 487.
THIS MA P WA S FOR THE BENEFI T OF
THOMAS A WEBER AND JULIEANN E WEBER.
STEPHEN W. CREWS, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
MARCH 28, 2018
SHEET 1 OF1
PLOT PLAN OF
ALL OF LOT 41, THE EAST (10) TEN FEET OF LOT 43 AND THE WEST (1/2) ONE—HALF
OF LOT 39, ALL IN BLOCK 10, ATLANTIC BEACH SUBDIVISION "A" AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
Q
10 20 4,0 X14
SCALE: 1" = 20'
d Dry
BENCHMARK.• ro
SET MAGNAIL & DISK, LB 3672
IN WOOD POKER POLE e��
ELEVA7I0N=11.00 (NGW 1929)
ELEVA7I0N=9.90 (NAW 1988)
40.00'
109.95 dS
FOUND 1/2' IRON
PIPE NO CAP
2
I 15' PALM
rn
iF'v
i. I 15' PALM
< I
D
v
3•
V
x
PLAZ
T H E PAVED PUBLIC ROAD)
80' RIGHT OF WAY
ti
e
1K
CURB INLET
X
W/ MANHOLE
Bryk �° 84.97' FIELD
�O
A.00
PROPOSED
PERVIOUS
CONCRETE
DRIVEWAY
tC)
1 1�'
n I R1=
__.,. O QEpC
����
y �c
y
)
20.
GARAGE
MAGNOLIA
X I
O
a
FINISH FLOORz
ELEVATION -9.00
m
40.00'85.00
m m
m
SPLIT LEVEL�
CRETEo
ME
I
m0
LOT 41 2' PALM
1E SIDEWALK
cowff
COMMUNITY DEVEL0
A Pp PMENT
RQ VE
00*
X
a
Nh
A�
13' CEDAR I
cN — �-
O 115' CEDAR __j �
20' SETBACK
1
C0Tp,0EGK
t�
8.59 IRON
FOUND CAP
< PIPE,No l
25.00'
I
I
X 16.5
9.0' I
's m
S
x D I
1 16- o
MAGNOLIA
�9
lug
x�
1�1
PROPOSED POOL
6lb 0 7' C17RUS 6' LIVE
SPA
mOSEO
OPE PA
I 6.0
PROPOSED
__.,. O QEpC
����
y �c
DEC
46.0 O N
9 �'
'3? I
20.
GARAGE
MAGNOLIA
X I
4t
m
FINISH FLOORz
ELEVATION -9.00
PROPOCo
40.00'85.00
(NAV88)
SPLIT LEVEL�
CRETEo
ME
I
BLOCK & F
RES►DEN CE NO
390 5
�
s FLoo
-13.66
,� 66)
6• wooD FENCE
ELEVATION
i
1
C0Tp,0EGK
t�
8.59 IRON
FOUND CAP
< PIPE,No l
25.00'
I
I
X 16.5
9.0' I
's m
S
x D I
1 16- o
MAGNOLIA
�9
lug
x�
1�1
PROPOSED POOL
6lb 0 7' C17RUS 6' LIVE
SPA
mOSEO
OPE PA
I 6.0
PROPOSED
^ryh \\
a
DEC
X
4:gP0ArO
I le
-I
Y0'
2
'
O 5.0 .00 '
10' PALM 12' PALM
!'N� 0 3, X
EI�CE 5
40.00'85.00
gjiAIN L
�
OAK
I
ILAUREL
♦-
11
�
6• wooD FENCE
I �
�##
y +
I
w
�
1
C0Tp,0EGK
t�
8.59 IRON
FOUND CAP
< PIPE,No l
25.00'
I
I
X 16.5
9.0' I
's m
S
x D I
1 16- o
MAGNOLIA
�9
lug
x�
1�1
PROPOSED POOL
6lb 0 7' C17RUS 6' LIVE
SPA
mOSEO
OPE PA
I 6.0
PROPOSED
^ryh \\
a
DEC
X
4:gP0ArO
I le
W
10' PALM
I �k
0. 3'
'
O 5.0 .00 '
10' PALM 12' PALM
!'N� 0 3, X
EI�CE 5
40.00'85.00
gjiAIN L
9.0'
ND 1/2' IRON 16
I
84.971(FIELD)
F
PIPE LB 3672
0
6• wooD FENCE
OT 42
NOTES• LOT 44
1. THIS IS A PLOT PLAN.
2. NO BUILDING RESTRIC77ON LINES AS PER PLAT.
3. NORTH PROTRACTED FROM PLAT.
4. INTERIOR ANGLES AS PER FIELD SURVEY.
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
87H STREET. ELEVA770N=11.20 (NGVD 1929), CONVERTED
TO NAVD 1988 USING CORPSCON 6.0.1, RESUL77NG IN AN
ELEVA T70N OF 10.10 (NA VD 1988).
6. ALL IMPROVEMENT' SHOWN, EXCEPT FENCES, ARE PROPOSED.
�w DENOTES EXISTING DRAINAGE FLOW DIRECTION
CALCULATED AVERAGE GRADE ELEVA 770N FOR THE
BUILDABLE AREA IS 13.2 (NAM 1988)
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE X" (AREA
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP
NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
NOV
~
N
O
m
s,
0 �
I
a LOT 37
9.0'
O
I
m
06
0
r -
O
y
I
w
�
I
lFoUND
02.
P`'
fNCAP
LOT 40
IMPERVIOUS'
HOUSE INCLUDING GARAGE = 3052 SQUARE FEET
CONCRETE AREAS = 599 SQUARE FEET
WOOD PATIO DECKS = 1633 SQUARE FEET
TOTAL IMPERVIOUS = 5966 SQUARE FEET
OVERALL LOT AREA = 11057 SQUARE FEET
PERCENTAGE OF IMPERVIOUS = 48%
THIS MAP WAS FOR THE BENEFIT OF
THOMAS A WEBER AND JULIEANN E WEBER.
"NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED REVISED PLOT PLAN: JULY 27, 2018 FLORIDA UC. SURVEYOR and MAPPER No. LS 3295
:SURVEYOR AND MAPPER." REVISED PLOT PLAN: MAY 16, 2018 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY:
DRAWN BY. CL
FILE: 2018-1230
REF: 2008-749; 2017-1173; 20108-0380
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
MARCH 28, 2018
SHEET 1 OF
ALL OF LOT
OF L 0 T 391A
BOOK 9. P
? 10 z0 4;
SCALE: 1" = 20'
M P--SH-GW
T EAST (10) T E1
N BLOCK 10, ATLANTI
�E 69 OF THE CURRENT f
T
E
OF
B INLET'
X 8.38 lye MAA RVEF"
NG SURVEY OF
F LOT 43 AND THE WEST (1/2) ONE-HALF
' H SUBDIVISION "A" AS RECORDED IN PLAT
'Ll RECORDS OF DUVAL COUNTY, FLORIDA.
IL A Z A
(PAVED PUBLIC ROAD)
X 8.42
k a" 84.yi
BENCHMARK. O 85• y
SET MAGNAIL & DISK, LB 3672 8.50 B
IN WOW POWER POLE s ---9'-.
ELEVA7ION-11.00 (NGW 1929) 877 % 9 WATER
ELEVA7I0N-9.90 (NAW 1988)
_
40.00 .9 8 �p3&!34 . �o. -0 4
95' 2' IRON --
109. FOU PIPE/NO CAP '?0
0 1 _
1 I i, % ,13, BAR/
15' PALM
y=1
I
1
N
1
1 15' PALM
0 '
2ND STOR
I
z til 11
1
1
i
i
1
1
1 PA
0 1
rn
O Z. n LOT 37
i`
w 11 's%<
30.14 II
O 0
I, 1 1
1
0l
Ci�1
N
cn 1
I
I
I
1
1 ` 1
1
I
I ~
I
.p
� +.► I
11 0
GI
m
r0
1 rn
o
r X12.1
PALM �a
gl
A
1�
o,
cb'c
�-SIDEWALK
6o C
ONCRETE
. -" - _
X 8.44
I �•
10 ---Ji
N SPLIT LEVEL FRAME I
o RESIDENCE NO. 390 U
FINISH FOR 88) �
ELEVATIONa
�L 53 1 60
IrnTI 20' I LAUI
11.62
1
I
I B
I
1
40.00.
ND 112' IRO
PIPE,
I� 3672
I11 48' OAK
1' FAAA/F
6.8'
89759 '44"
LOT 44
NOTES.•
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
J. NORTH PROTRACTED FROM PLAT.
4. INTERIOR ANGLES AS PER FIELD SURVEY.
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
87H STREET. ELEV477ON=11.20 (NGVD 1929), CONVERTED
TO NA VD 1988 USING CORPSCON 6.0.1, RESUL 77NG IN AN
ELEVA 77ON OF 10.10 (NA VD 1988).
0 3'
p.00' 4' CHAIN
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE X" (AREA
OUTSIDE THE 0.2.`x' ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE DETERMINED FROM 7HE FLOOD INSURANCE RATE MAP
NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
1.6'
29.1'
t yl
8.59
FOUND 1/2" IRON
< PIPE. NO CAP-- _
25.00'
1
1 J I
i I
X N11- / X 16.5
15'
N
1
I
1
N
I +
� ICON RETE li
2ND STOR
I
z til 11
1
1
I
I B
I
1
40.00.
ND 112' IRO
PIPE,
I� 3672
I11 48' OAK
1' FAAA/F
6.8'
89759 '44"
LOT 44
NOTES.•
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
J. NORTH PROTRACTED FROM PLAT.
4. INTERIOR ANGLES AS PER FIELD SURVEY.
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
87H STREET. ELEV477ON=11.20 (NGVD 1929), CONVERTED
TO NA VD 1988 USING CORPSCON 6.0.1, RESUL 77NG IN AN
ELEVA 77ON OF 10.10 (NA VD 1988).
0 3'
p.00' 4' CHAIN
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE X" (AREA
OUTSIDE THE 0.2.`x' ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE DETERMINED FROM 7HE FLOOD INSURANCE RATE MAP
NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
1.6'
29.1'
t yl
8.59
FOUND 1/2" IRON
< PIPE. NO CAP-- _
25.00'
1
1 J I
i I
X N11- / X 16.5
15'
N
1
I
I
9j'
l
S
I
1 MAGNOLI�I 3
1 � X
(Ai1 1
X` D MAI NOLIA
A
I 1
1
tv
I`
1
1 PA
0 1
11 11 �R � �
O Z. n LOT 37
i`
w 11 's%<
30.14 II
O 0
I, 1 1
6 1
I `118' "
I \M
II -•i
N
cn 1
I
C,t 1
CO
I 1
� '
II
1
1 ` 1
1
xi .1 1 1 1
I
\ I I
'? I 1
90 I 1 0.5'
t
1
Q26' LIW II 1 1
OAK I cr
CITRUS
I �2Z
PALM I 1 O
1 Ii89'58'5K p.2 �-
5.00
0.3'' �`t/ II, 25.00' 3 � - f -
X FOUND 1/2' IRON
14" PALM 1�
PIPE
NO CAP
X 12.5 - 10•
I' PALM
I
I
I
I
M
12' PALM
_50.00'
85.00''
84.97'(FIELD
g' W000 FbNLC-
LOT 42
"NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." REVISED CERT: SEPTEMBER 13, 2017
CHECKED BY:
DRAWN BY: DAF
FILE: 2017-1173
;EF: 2008-749
11
1 LOT 40
l
I
I
THIS SURVEY WAS FOR THE BENEFIT OF
TOM WEBER.
DONN W. BOATWRIGHT, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
AUGUST 29, 2017
SHEET 1 OF1
PLOT PLAN OF
ALL OF LOT 41, THE EAST (10) TEN FEET OF LOT 43 AND THE WEST (1/2) ONE-HALF
OF LOT 39, ALL IN BLOCK 10, ATLANTIC BEACH SUBDIVISION "A" AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE. CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
1A 20 40
' SCALE: 1" = 20'
BENCHMARK.•
SET MAGNAIL & DISK, LB 3672
IN *VOO pOM£R POLE
EL£VA AQN®11.00 (NGW 1929)
ELEVAnON-9.90 (NAW 1988)
_01i�
,40
C/�
T HE P L A Z
PA A
T, 80' RIGNT OF WAY ( puBLIC ROAD)
CURB INLET X�
MANHOLE
a
�a ow al'(FIFLD)�h� ONCREIE CURT
c;, 40.00
,7 1/2' IRON
S
PIPE, lb 3672
NO LOT 44
1. THIS IS A PLOT PLAN.
2. NO UILDING RES77?1C770N LINES AS PER PLAT.
J. NOR PRO7RAC7E0 FROM PLAT.
4. INTERIOR ANGLES AS PER FIELD SURVEY.
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
8TH S7REET. ELEVA 770N=11.20 (NGVD 1929), CONVERTED
TO NA VD 1988 USING CORPSCON 6.0.1, RESUL 77NG /N AN
ELEVA 77ON OF 10.10 (NA VD 1988).
6. ALL IMPROVEMENTS SHOWN, EXCEPT FENCES, ARE PROPOSED.
7HE PRO RTY SHOWN HEREON LIES IN FLOOD ZONE X" (AREA
OUTSIDE HE 0.2.x' ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE 7ERMINED FROM 7H "FLOOD INSURANCE RA TT M
�ORIDA.
COUNTY, IDAAP
NUMBER 12oR09H, REVISED JUNE 3, 2013 FOR DUVAL
6' WOOD FENCE -
LOT
FOUND 1/2' IRON
PIPE, NO CAP _ _ _-
90 25.00-�
I
v,
X 16.5
I
I
I
m I
b
U
r ~ I
co
o a I LOT 37
m I
� � I
r IO
,I
I
I
I
I
I
_25.00'
FW RON
PIPE, NO CAP
THIS MAP WAS FOR THE BENEFIT OF
THOMAS A WEBER AND JULIEANN E WEBER.
ORIO INALLIRA SED SEAD WTHOUT L F A FLORIDA LICENSED
E SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M.
SURVEYOR AND MAPPER." FLORIDA UC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SU FDA
DRAWN Y: - R1/EYORS, INC.FlLE: 2018-0380 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 H 28, 2018
ZEF. 2008- 1 OF 1
PLOT PLAN OF
ALL OF LOT 41, THE EAST (10) TEN FEET OF LOT 43 AND THE WEST (1/2) ONE-HALF
OF LOT 39, ALL IN BLOCK 10, ATLANTIC BEACH SUBDIVISION "A" AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
T HE P L A z A
80' RIGH
1 OF WAY (PAVED PUBLIC ROAD)
0 6
10 20 40 CURB INLET
X ` W/ MANHOLE
SCALE:1" = 20' 2
FIELD r � CONCRETE CURB AND GUT R 8.59
84.97'
BENCHMARK: 0 0 pG O CONCRETE SIDEWALK I �3 FOUND IRON -
�s ti 0 85.00 a PIPE, NOO CAP
SET MAGNAIL cit DISK, LB 3672 O CLEAN OUT O 25.00'
IN WOOD POWER POLE ��j �`O r 9
ELEVA710N=11.00 (NGW 1929)2 9' WA TER MET
ELEVATION=9.90 (NAW 1988) PROPOSED LOT 4 2' PALM O
_40. �I
� L 1 O,
PERVIOUS
109.95' FOUND 1/2' IRON s
CONCRETE I
o PIPE, NO CAP �, DRIVEWAY 13� CEDAR I
A Iw O- I75' CEDAR X 16.5
2 I 15" PALM _ 20' SETBACK
S i I I Cry 18 12. _
y 15" PALM 0.3' PALM
c I 10.0 - -----
_ O'A•RE� DECK � x
PROP�E - - 9.0' I
I X
-,,I N 6
20.0
sX �' I
�3
GAR(MAGNOLIA Lo
c s 4GE g
m 3" --i
C• - I rn A FINISH FLOOR %� I 2 AGNOLI
�v�ig o EL�NAW 88)�
PROPOSE
o L� SPLIT LEVEL CO CRETE
,,/
1 � cn o x BLOCK &' F o
RESIDENCE No 390
FINISH FLOO wI
Q) O �► ELEVATION -13.66 ( VD 88) s� O 2� I LOT .3 7
O oho m a 50.7' I 9.0' Q I
< � 4.0' N PROPOSED- -- r -
m O Q I r COVEREDIIEEGK O
3.3' ~
r*1
O LAUREL U O
o I
IT1 OAK y AA MAGNOLIA I
u I 3.3
I I o � PROPOSED POOL I
PROPOSED
I
3 0
SPA 0.5' w
AIC' CITRUS `O j -
PADS o I 7� CITRUS 26• LIVE ONCRETE I
O OAK - m>
16.0'
6.0
PROPOSED ti`s
WOOD DECK X x
rn � ���110 8
- COVE � .9-
I to 4 10" PALM / / / 5.0 5� 0.2'
5.0 25.00'
X, 25.00' 3'
x ��
10" PALM 12' PALM IRON
0.3'a 0.3' FOUND 10
b , CVAIN L E CE 5 • D0' �� PIPE, NO CAP
40.00'- -�
- F NO 1/2' IRON 1.6' 84.971(FIELD)
PIPE, LB 3672 LOT 40
6' WOOD FENCE
LOT 42 I
NO TES.- LOT 44
1. THIS IS A PLOT PLAN. IMPERVIOUS'
2. NO BUILDING RESTRICTION LINES AS PER PLAT. HOUSE INCLUDING GARAGE = 3052 SQUARE FEET
J. NORTH PROTRACTED FROM PLAT. CONCRETE AREAS = 599 SQUARE FEET
4. INTERIOR ANGLES AS PER FIELD SURVEY. WOOD PATIO DECKS = 1633 SQUARE FEET
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
POLE AT THE NORTHEAST CORNER OF SHERRY DRIVE AND TOTAL IMPERVIOUS = 5966 SQUARE FEET
8TH STREET. ELEVA770N=11.20 (NGVD 1929), CONVERTED
TO NAVD 1988 USING CORPSCON 6.0.1, RESULTING IN AN OVERALL LOT AREA = 11057 SQUARE FEET
ELEVATION OF 10.10 (NAVD 1988). PERCENTAGE OF IMPERVIOUS = 48%
6.j ALL IMPROVEMENTS SHOWN, EXCEPT FENCES, ARE PROPOSC0
�* -- DENOTES EXISTING DRAINAGE FLOW DIRECTION MM�N�r�, pEV
� p
E
nnl /
CALCULATED AVERAGE GRADE ELEVA 77ON FOR THE A P~R 0 p MENT
BUILDABLE AREA IS 13.2 (NA VD 1988) V C
4HlS MAP WAS FOR THE BENEFIT OF
THOMAS A WEB AND JULIEANN E WEBER.
THE PROPERTY SHOWN HEREON LIES 1N FLOOD ZONE 'X" (AREA
OUTSIDE THE 0.29 ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN BE DETERMINED FROM THE 'FLOOD INSURANCE RATE MAP
NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
-------I L
----
"NOT VALID WITHOUT THE SIGNATURE AND THE DON N IRRIOHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED REVISED PLOT PLAN: JULY 27, 2018 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
SUR YOR AND MAPPER." REVISED PLOT PLAN: MAY 16, 2018 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHE KED BY:
DRAWN BY: CL
FILE, 2018-1230
DATE:
MARCH 28, 2018
SHEET 1 OF
REF: 2038-749: 2017-1173: 20108-0380
PLOT PLAN OF
ALL OF LOT 41, THE EAST (10) TEN FEET OF LOT 43 AND THE WEST (1/2) ONE-HALF
OF LOT 39, ALL IN BLOCK 10, ATLANTIC BEACH SUBDIVISION "A" AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
THE P
L q z q
80 RIGHT OF WAY (PAVED PUBLIC ROAD)
ti
Q 10 2,0 40 �`�� CUB INLET
x W/ MANHOLE
SCALE: 1" = 20 I C CRETE CURB AND GU 8.59
a° 84.97' FIELD
BENCHMARK: p 0rya b" o CONCRETE SIDEWALK �J FOUND PIPE, NO CO C IRON -
BS 0 AP
SET MAGNAIL do DISK, LB 3672 p 0 85• oo CLEAN OUT O 25• o0
IN WOOD POWER POLE �
EL£VA710N=11.00 (NGW 1929)2 g' WATER MET R tP
ELEVARON-9.90 (NAW 1988)
12'
PROPOSED LOT 41 CP I
109.95'FOUND 1/2" IRON S PERVIOUS
CONCRETE I
o PIPE. NO CAP �• DRIVEWAY (A 13" CEDAR I
I15" CEDAR X 16.5
I 15" PALM � - 20' SETBACK - - - -I
�I I 15 PALM 0.3" PALM y
c I 10.0 _- - DECK x
PROP9.0 = I
f ' �Tl
I x> I 46.0 6'S IT1
Z' ® o��� 20.0 I9" Q X I
Q Th �. ��GE 1'.1 MAGNOLIA P.
n ` rnA FINISH FLOOR X I j' AGNOLI _
m �S w ELEVATION
W 88)� PROPOSE
o g o (� CRETE o tv
v I r�*y �a SPLIT LEVEL CO ME �+
o x BLOCK & F 390 o
~ o RESIDENCE No w m
FINISH FL00 w
ELEVATION- 13.66 ( VD 88) ° 6� 0 Do 25. I L O T 37
O OOoO ', s 9.0
50.7' I I
�j -�• cn �`O 0 r O
I 1 r r 0 4.0' ---PROpOSED- - - - _ --
`O COVERED -DECK- O
I
3.3'
20' 'i 20" Z ci
O LAUREL p 18" 0 I O
I OAK n \AAI MAGNOLIA I
o % I
0
w 1 o I �I x I
I I 3.30 � PROPOSED POOL 1,3 I
PROPOS SED
I 3. 0 " 0.5"
A/C PROPOSE 0 `D "-
PADS o I 7" CITRUS 26" LIVE ONCRETE I
O OAK - -
CI
16.0 / z z
6.0 I / �� I
PROPOSED , ti`s
WOOD DECK x x
a kid -RATIO 8
I � COVE� 9-
�o C3 10" PALM / / ,S�e
tx O / 5.0
I 5.0' o.?' .00' -
10" PALM 12" PALM �-vf� ` 25.00 25IRON
0. J�� CE �5 •00' 0.3' X 14 PALM FOUND 1,
, C�IAIN L( PIPE. NO CAP
40.00 ®
' 85.00
'
F NO 1/2" IRON 1.684.97'(FIELD
PIPE, LB 3672 40
CHE 'KED BY:
DRAWN BY: CL
FILE: 2018-1230
REF: 2008-749; 2017-1173; 20108-0380
DATE:
MARCH 28, 2018
SHEET 1 OF1
6' WOOD FENCE LOT
LOT 42 I
NTES• LOT 44
1.
(THIS IS A PLOT PLAN.
IMPERVIOUS•
Z
0 BUILDING RESTRICTION LINES AS PER PLAT.
NORTH
HOUSE INCLUDING GARAGE = 3052 SQUARE FEET
J. PROTRACTED FROM PLAT.
CONCRETE AREAS = 599 SQUARE FEET
4. INTERIOR ANGLES AS PER FIELD SURVEY.
WOOD PATIO DECKS = 1633 SQUARE FEET
5. BENCHMARK USED IS FOUND MAGNAIL IN WOOD POWER
---- ----
POI E AT THE NORTHEAST CORNER OF SHERRY DRIVE AND
TOTAL IMPERVIOUS= 5966 SQUARE FEET
87H STREET. ELEVA TION=11.20 (NGVD 1929), CONVERTED
- s
TO NA VD 1988 USING CORPSCON 6.0.1, RESULTING IN AN
OVERALL LOT AREA = 11057 SQUARE FEET
EL
'VATION OF 10.10 (NAVD 1988).
PERCENTAGE OF IMPERVIOUS = 489
6.
LL IMPROVEMENTS SHOWN, EXCEPT FENCES, ARE PROPOSED.
mow -DENOTES EXISTING DRAINAGE FLOW DIRECTION
CALCULATED AVERAGE GRADE ELEVA 170N FOR THE
BUILDABLE AREA IS 13.2 (NA VD 1988)
THIS MAP WAS FOR THE BENEFIT OF
THOMAS A WEB AND JULIEANN E WEBER.
THE P
OPERTY SHOWN HEREON LIES IN FLOOD ZONE 'X" (AREA
OUTSI
_ THE 0.29' ANNUAL CHANCE FLOODPLAIN) AS WELL AS
CAN
DETERMINED FROM THE 'FLOOD INSURANCE RATE MAP
NUMBER 120JlCO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND THE
DONN ICHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED REVISED PLOT PLAN:
JULY 27, 2018 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
SURVEYOR AND MAPPER." REVISED PLOT PLAN:
MAY 16, 2018 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHE 'KED BY:
DRAWN BY: CL
FILE: 2018-1230
REF: 2008-749; 2017-1173; 20108-0380
DATE:
MARCH 28, 2018
SHEET 1 OF1