605 Timber Bridge Ln FFE final surveyMAP SHOWING BOUNDARY SURVEY OF
LOT 165 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA.
CERTIFIED TO: STEVEN K. RUDD AND RENEE M. RUDD
QUICKEN LOANS INC.
WESTMINSTER TITLE AGENCY, INC.
CHICAGO TITLE INSURANCE COMPANY
JUN 1I8 7n19
L 0 T 1 4 4
CURVE DATA C3
N81 °30'25"W
x CH = 22.70'
R = 590.00'
A = 22.70'
A = 002°12'17"
FND NAIL
& DISK
LB 3857
STORY STUCCO
FRAME
RESIDENC
AT � INTERSECTION
OF
TIMBER BRIDGE
LANE &
MARITIME CAK
DRIVE
ELEVATION:
(10.04)
ELEVATIONS
SHOWN HEREON
REFER TO
NAVID OF 1988 --------------
"
-26 -- 171.03'�-----NS
�
Y -
00
L 0 T 1 4 5
S03'33'50"E 71.89'(P)
N86 -25'58"E 71.899(CALC)
STORM WATER MANAGEMENT
DRAINAGEILITY e
EA SEMEN T__
1
1
APPROXIMATE EDGE OF WATER
-H
0
APPROXIMATE H
TOP V)
O+I
3 BAN
D 1/2" I.P.
LB -f - S80.2 K ^
3848 (yy) I 41� 47.30' s
L 0 T 1 4 6
0.3'
I I FND 1/2" LP,
a I L O T I LB 3848 (W)
1 6 5 I 0. 4 ALUMINUM
a ^ I r 30.1 , FENCE
I LENGTH
N I ' ' FIRE I ��FENCE
o N ml PIT 1 _
RICj< r I � a
P
I
d I
N
a
I
55.2' COV r C,
II BRICK PAVERS 1 m
P
TWO
. N
d�
STORY STUCCO
FRAME
RESIDENC
ADDRESS No
i.
605
FFE,-01.05)
6
31
Z d I
BR COVE, EDRS
7.5
1 2012' C 10.2' N 12.2'
�-
�20 BILL.
r o
--M�
1�`�-
N
9.0' 17
2:_ r 7.5' JE
TR �`,, EASEMENT
a SET N&D
RG LB 385) N80 24 17
47.,30#
I
1
I
N I
I 3
I�
I Q
1.0' I
0-(� 0]
15' ....
7' _
N
N
PUB oR BRIDGE
LA
RIGHT OF WAY)NE
FINAL; W.O. #164272 6-8-18 (FIELD)
FOUNDATION; F.F.E.; .0.# 158752; 10-17-17 (FIELD)
LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.# 157877; 08-15-17 (FIELD)
LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.# 156390; 06-08-17 (FIELD)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
THERE MAY BE ADDIIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY,
v�
WM WM
It
F
r-
I-
O
J
CURVE DATA Cl
N81'47'19"W
CH = 22.70'
R = 470.00'
A = 22.71'
A = 02046'05"
NOTE:
SIDE/FRONT TIES ARE TO THE FOUNDATION.
Qe -DENOTES FND NAIL & DISK
LB 3848
0 -DENOTES FND 1/2" I.P.
LB 3848
OH -DENOTES TELECOM HAND HOLE
TR -DENOTES TELECOM RISER BOX
-DENOTES WATER METER
Wm
11 -DENOTES RECLAIMED WATER METER
RC
UNDERGROUND ENCROACHMENTS NOT LOCATED
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" AS PER LOMR 15-04-6328A 5/4/15 AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL
AMERICAN
SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE,
SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - UCENSED LAND BUSINESS NO. 3857
—5
FND.
I.D.
= FOUND
= IDENTIFICATION
Leqend
CONC = CONCRETE
A/C = AIR CONDITIONER
THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
_
(TYP.)
= TYPICAL
BOC = BACK OF CURB
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN
_ 4
I.P.
P.
= RON PIPE
IRON
N.G. = NATURAL GROUND
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET
A
= ROD
= DELTA ANGLE
=
TW TOP OF WALL
BW = BOTTOM OF WALL
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT
ALL
CH
= CHORD
P.T. = POINT OF TANGENCY
TO CHA.CHAPTER 61G17-6, FLORIDA STATUTES.
027 CHAPTER 472 /
AMERICAN
A
= ARC LENGTH
RADIUS
P.C.P. = PERMANENT CONTROL POINT
P.C. = POINT OF CURVE
SURVEYORS
(C)
= CALCULATED
P.R.C. = POINT OF REVERSE CURVE
COMPOUND CURVE
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
OF FLORIDA,
(D)
(P)
= DEED
= PLAT
P.C.C. = POINT OF
B.R.L. = BUILDING RESTRICTION LINE
JAMES D. HARRISON, JR., No. 2647
INC.
R
= RADIAL LINE
CENTER LINE
F.P.&L= FLORIDA POWER & LIGHT
-x- = FENCE
MICHAEL A. GARRETT; No. 6643.
R/W
(A)
=
= RIGHT-OF-WAY
= ACTUAL
LB = LICENSED BUSINESS
NOVO = NATIONAL GEODETIC VERTICAL
-
SCALE 1 '-30' �'
(W)
= WITNESS
AT
NAVD = NORTH AMERICAN VERTICAL DATUM
- -
- 9
F.F.E.
= FINISH FLOOR ELEVATION
P.I. = POINT OF INTERSECTION
W
D
= WIDTH
= DEPTH
EOW = EDGE OF WATER
DATE 11-14-.16 LORI R ISTERED'S VEYOR'A APPER
—8
-
MES
= MITERED END SEC
ION
TOB = TOP OF BANK
F.B.
SKETCH
P: 2016 ORDER NO. 164272-FNL
p,C, 81145-164272 DR. BY DDW DIR. �
FILE 81145