340 8th Street SURVEY 12.13.2017F. B. 2020, 25 D. C. N.A. DR. BY THG DIR, P:\'201'5+78516 ORDER N0. 160077 FNL FILE 79921
MAP SHOWING BOUNDARY SURVEY 'ASBUILT" OF
L 0 T
19, BL 0 CK 9, PLAT No. 1, SUBDIVISION 'A " ATLANTIC BEACH,
A SUBDIVISION
ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 5 PAGE 69 IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED
TO: ALEXANDER E. & BRITTANY B. SIFAKIS / MCKILLIOP LAW FIRM PL / WHITNEY BANK dba HANCOCK BANK /
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
BENCHMARK:
EIGHTH STREET FOUND MAGNETIC NAIL ON
PROLONGATION OF EAST
(40' RIGHT OF WAY) PROPERTY LINE 1.0' NORTH OF
SOUTH EDGE OF PAVEMENT
FIND. 1/2 I.P.
LB 6661 Q ELEVATION: (9.00)
I
zII ELEVATIONS SHOWN HEREON
q REFER TO NAVD OF 1988
W LIQ
(ASSUMED BEARING BASE) f I I N01'20'20"W
M N90'00'00"E 50.00' III _- 10.87'
�u
(8.7) A.
17.5' 23.8 (9.3) 0 N 450.00'(P) Q
OR
(8.6) o
Ld w q 450.12'(A) 0)
a LL_
h BRICK PAVER o Y p
DRIVEWAY 04
p C)
m �X
20' B.R,L cr-
1
_
Q
6.5 i ;'; 1 s s '° O o
19.3' O \ Y� V
GARAGE `� \
EL. = 10.06k J
;,
\\` U7 Q
COVERED !� •-
(8.6) BRICK
8.4
PAVERS La Q
15.9' >
.. Q 1' �3'X3�OVERED
A/C PAD CONCRETE x 0.4' Q
97
o O TWO STORY (t)
o C5 1.0 WOOD FRAME i
0) M RESIDENCE (8.85) 04 rn
N Y ADDRESS #340
`1
7m m
~ p F.F.E.=10.65 F- v
p O (9.0) O O
J J3' x 7' (9.6) J J
m
PUMP { 3 m
O
PDL
0.5':'COVERED + s
(10.4)
(O 6.4' TILE `n.p
p(8.9) 0.3. 20.4' (DO
Q L���L I,� A O
LLi.LLLL L..�L�L i7 Q O
io.LLLD LLL��2L LLL I'7
Z (9.8) �LLLLLL (s.0) 0
�y.LLLL
L LL�LLLLLL LLLLLL`�L� L L L 14. s'
N
LLLLLdLL
LL��LLI 4`2 10.3'
x _` LLL 121.0 _LLLL LL (9.8)
I
LLLL
ILLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
ILLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL U
W LLLLLLLLLLLLLLLLLL
�� Z
xZ LLLLLLLLLLLLLLLLLL w
^
-
It! - - _-20' B.R.L. M 52
52 1 z
S
5 i° POOL co
x'D
23.2'
8.3'
L 0 T 1 9
(s.8)0•X' tO x B L 0 K 9 o.a' (10.0)
FND.1/2"
S89049'1 4"W 50.00'
I.P., NO I.D.
L 0 T 2 2 L 0 T 2 0 L 0 T 1 8
B L O C K 9 B L O C K 9 B L O C K 9
NOTE:
❑ -DENOTES YARD DRAINS
1. BUILDING RESTRICTION
LIMITS PROVIDED BY THE BUILDER. �- -DENOTES DIRECTION OF FLOW
2. FINISH FLOOR ELEVATION
PROVIDED BY THE BUILDER.
3. SIDE/FRONT TIES ARE
TO THE FOUNDATION. 0 -DENOTES FND 5/8" I.R.
NO I.D.
UNLESS OTHERWISE NOTED
FINAL; W.O.# 160077; 12-13-17
(FIELD)
®-DENOTES
CHANGE CERTIFICATIONS: W.O.
# 153311; 04-18-17 (OFFICE) BRICK PAVERS
FOUNDATION; W.O. #153311;
12-27-16 (FIELD) 0 -DENOTES CONCRETE
LOT & HOUSE STAKE OUT
(GOOD -SET F.F.E.): W.O. #152061; 10-14-16 (FIELD)
PLOT PLAN; W.O. #149898;
06-08-16 (OFFICE) LL -DENOTES TILE
THIS SURVEY WAS PERFORMED
THERE MAY BE ADDITIONALEASEMENTS
WITHOUT THE BENEFIT OF A TITLE COMMITMENT. SINO�EETIES ARE TO THE FOUNDATION.
AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
UNDERGROUND ENCROACHMENTS NOT LOCATED
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL
AMERICAN SURVEYORS OF FLORIDA, INC.
L4ND
SURVEYORS - 3751 SAN JOSE PUCE, SUITE 15 - MCKSOWU& FLORILK 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
Legend L"
- LINEAR FEET
COV. COVERED F,
A
F.E. - FINISH FLOOR ELEVATION
C = AIR CONDITIONER
THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
1-51
-
FND. = FOUND
ESMT = EASEMENT I.D.
IDENTIFICATION
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN
_ 4
CONC - CONCRETE PR.M.
= PERMANENT REFERENCE
MONUMENT
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
MON. MONUMENT
I.P. IRON PIPE P.
T. = POINT OF TANGENCY
SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
ALL
P
LR., IRON ROD P
C.P. - PERMANENT CONTROL POINT
C. - POINT OF CURVE
PURSUANT TO CHAPTER 472.027 CHAPTER 61G17-6, FLORIDA STATUTES.
AMERICAN
CH = CHORD DELTA ANGLE P
R.C. - POINT OF REVERSE CURVE
-
SURVEYORS
A = ARCLENGTHPC.C.
B
- POINT OF COMPOUND CURVE
R.L. = BUILDING RESTRICTION
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
OF FLORIDA
R RADIUS
C CALCULATED F
P.&L.- FLORIDA POWER & LIGHT
JAMES D. HARRI$ON, JR., No. 2647
_ '
INC.
D3 DEED (YP.)
= TYPICAL
MICHAEL A.. GARRETT, NO. 6643
P = PIAT N
(R = RADIAL LINE
D - NATIONAL GEODETIC VERTICAL
DATUM
SCALE 1"-20' �f•��T I7
= CENTER LINE N
kVD - NORTH AMERICAN VERTICAL
DATUM
-
9
R/W = RIGHT-OF-WAY
(A) - ACTUAL PI.
E
= POINT OF INTERSECTION
W - EDGE OF WATER
DATE 12-13-17
F REGISTERED
B
(w) _ .wlrNEss r
)B =TOP OF BANK
A SW MAPPER
-
F. B. 2020, 25 D. C. N.A. DR. BY THG DIR, P:\'201'5+78516 ORDER N0. 160077 FNL FILE 79921