363 12th Street FFE Survey �O
\ LOT 31
r� FN° 1�2 41'CPLPS) S8735'04"E 175.81'(PLAT)
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\ �75 3�1 9 � ��s I t THE NORTHWEST CORNER of LOT 32 f
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N I N � REMAINING PORTION OF LOT 32 D Z
7s. �C 18,678.42 SQUARE FEET ."Ii rn
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DECK OUTDOOR 55.3 N84'18'11"E 213.30(ACT) �p 4"x4. CON
// QG� cn WOSHO OD SORE NOWALL � ao LINE OF LOT 32 S83'42'W
213.16 PLAT) MON. $3672
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24.8 8'11 E(ACT) r. 4' 3857 89.75'(PLAT) I.P. #3672
:.. w ry SET 5/6" I.R.I P.NO I.D.
�I .8:; o N83'42'E •�� FND.1/2"
0 THE SOUTHWEST 8761614"W. 0.64'
0' ROUND i CORNER OF LOT 32 60.00'(DEED)
cn. 2.0 15,5' . 1
x400' MAP SHOWING AS-BUILT SURVEY OF
2. w IN POOL
N N � I A PORTION OF LOTS 32, 34 AND 35, BLOCK 1 AS SHOWN ON THE PLAT OF SELVA MARINA UNIT
/ 2 ' N x No.1 AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL
I Z COUTNY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
81+X (DESCRIPTION OF RECORD)
Z .:. 8 o LOT 35, EXCEPT THE WEST 15 FEET THEREOF, LOT 34, EXCEPT THE EAST 60 FEET THEREOF.
DEit P
K A14DOPATI0 AND THAT PART OF LOT 32, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER
OF SAID LOT 32, THENCE RUN SOUTHERLY ALONG THE WEST LINE OF SAID LOT 32 TO THE
3 42' 40 �-k SOUTHWEST CORNER THEREOF, THENCE RUN EASTERLY ALONG THE SOUTH LINE OF SAID LOT 32,
' c° s " i A DISTANCE OF 29.75 FEET TO A POINT; THENCE RUN NORTHWESTERLY A DISTANCE OF 104.97
�' o r' Co. O :w � � 43.9 iZ FEET, MORE OR LESS TO THE POINT OF BEGINNING ALL IN BLOCK 1, SELVA MARINA, ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE PUBLIC RECORDS OF
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DUVAL COUNTY, FLORIDA
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°'-Ln CERT/F/ED TO: MICHAEL BAKER HAND and SARAH JEANNE HAND / WHITNEY BANK DIB/A/ HANCOCK BANK
\1A a WOOD FRAME 11 -1 w w OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY / FISHER TOUSEY LEAS & BALL
y $A RESIDENCE it 0) m m
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FINAL: W.O. #158101; 09-07-17 (FIELD)
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FOUNDATION: W.O. #152126; 10-15-16 (FIELD)
35 B•R�--- LOT & HOUSE S-O(GOOD SET F.F.E.): W.0#151435; 09/13/16(FIELD) _ _ ----
Lit (�jt * - REVISED CERTIFICATIONS: W.O. #150921; 09-13-16 (OFFICE) TOPO
-- WITH 1.0' CONTOURS: W.O. #150921; 08-09-16 (FIELD)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
- G
x THERE MAY BE ADDITIONAL EASEMENTS 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 LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X' AS SHOWN
ON FLOOD INSURANCE RATE MAP 0409H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
1
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
�8d90.00'(PLAT) LAND SURVEYORS - 3751 SAN JOSE PLAC& SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0068 - LICENSED LAND BUSINESS NO. 3857
+ S87.2457"W J .3'
FND. 4"x4" CONC L :end F.F.E. = FINISH FLOOR ELEVATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED _S
I COV. = COVERED ASC - AIR CONDITIONER UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION THAT
rt 90.00'(PI•''� MON. NO I.D.
FND. FOUND
881'20'11"W ESM T - EASEMENT I.D. - IDENTIFICATION THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT -`/
" O 01 CONC = CONCRETE P.R.M.= PERMANENT REFERENCE
CURVE DATA Cl THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL
'S4 W m `0. MON. MONUMENT MONUMENT
S75'1� T) �p • s I.P. = IRON PIPE P.T.
a POINT OF POINT STANDARDS SET FORTH BY THE FLORIDA BOARD OF ALL
2.L(pLA STREET S83'2211 •• I.R. = IRON ROD PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO
g2• FND. 1/2" '�2TM. • 0 - DELTA ANGLE P.C. = POINT OF CURVE AMERICAN
LP. 6Bt CH = 104.57 CH - CHORD P.R.C.- POINT of REVERSE CURVE CHAPTER 472.027 / CHAPTER 610.17-6, FLORIDA STATUTES. SURVEYORS
*11 e\ (60' RIGHT OF WAY) /Q a - ARC LENGTH P.C.C. - POINT'OF COMPOUND CURVE
R 84$.51' R RADIUS B.R.L - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA,
CALC) RADIUS o F.P.&L- FLORIDA POWER & LIGHT INC.
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DEED Newt- NATIONAL GEODETIC VERTICAL TYPICAL JAMES �. HARRISON JR. N_ 2647
A 104.63 M t�» - DATUM S 1•=2o MIGHAa A: GARRETri {Vo.7r.5
�
��. SITE BENCHMARK A : 07'03 55 - CENTER LINE NAW - NORTH AMERICAN VERTICAL
NORTH RIM OF A MANHOLE R/W - RIGHT-OF-WAY DATUM 9
ELEVATION: (8.21) P.I. = POINT OF INTERSECTION
g DATUM: (NAVD-88) -x- - FENCE EoW - EDGE OF WATER DATE01-13-16 I RE (STERE URVEYA D PER --8
m - WITNESS TOB - TOP OF BANK
F.B. PRINT D.C. 79816-158101 DR. By BRB DIR. P:\2016\79816-158101-fni ORDER N0. 158101 FILE 79816