569 TIMBER BRIDGE LN - FINAL SURVEY(w)
DRAINAGE
EASEMENT
LOT 159
N80'24417" W 561 331�i
32.03' 1%
i
(W)
25.0'
TWO STORY WOOD
& FRAME
RESIDENCE
ADDRESS No.569
LU m� cs FFE=(12.55)
R a
BRICK
jjj
PAVERS
ELEVATION: (12.16)
(0 6.31
FND.
ESM 'T
d' o
.- I
OVERE b
0
BRICK o
Z �
PAVERS
�
N
w
0 w
15.0'
-
0
J �
- IRON PIE
= IRON PIPE
10.6
Xaamal
(10.4) o '
Ne
0
ri\�
19,1,
m3
0 4.8'
= DELTA ANGLE
= CHORD
25.0'
TWO STORY WOOD
& FRAME
RESIDENCE
ADDRESS No.569
LU m� cs FFE=(12.55)
R a
'
�
r
ELEVATION: (12.16)
I
FND.
ESM 'T
d' o
ELEVATIONS SHOWN HEREON
=
A 52.08'
0
1v� a
1
- CONCRETE
N
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
< }1
-
0
MON.
I.P.
- IRON PIE
= IRON PIPE
(P
Xaamal
Ne
co
ri\�
19,1,
m3
0 4.8'
= DELTA ANGLE
= CHORD
P.C. = POINT OF CURVE
P.R.C. POINT OF REVERSE CURVE
1
AMERICAN
'
=ARC LENGTH
_ RADIUS
oO
COVERED
1.5'
I
In B CK PAV S
1
JAMES D. HARRISON, JR., No. 2647
FLORIDA,
LLEAD
RIVEWAY
NCVD - NATIONAL GEODETIC VERTICAL DATUM
NAVD = NORTH AMERICAN VERTICAL DATUMp
N.T.S. = NOT TO SCALE
J
INC'
WALK
= RIGHTL WAY
_
/
Q
= ACTUAL
EOW = EDGE OF WATER
IS
�8
Ivau 24,1 ."W
a 15, 36.
i 1
i
MAP SHOWING AS -BUILT SURVEY OF
LOT 159 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 DUAL COUNTY, FLA.
CERTIFIED TO: TERRY E. WHITEHEAD & DOROTHY J. WARREN
WESTMINSTER TITLE AGENCY, INC.
CHICAGO TITLE INSURANCE COMPANY
r-
10.2
10.2 p
(10.3)
(W) lcJT
APR 18 2019
FND 1/2" 2.8
IRON PIPE C1
NO I.D
UMBER BRIDGE LANE
(50' RIGHT OF WAY)
NOTE:
SIDE/FRONT TIES ARE TO THE FOUNDATION.
10.2
(10.1)
FND 1 P
v IRON PIPE 6.46
427p3 vv Co
21.24' 0
CURVE DATA Cl
BENCHMARK:
EAST FLANGE ON FIRE
�
r
ELEVATION: (12.16)
I
FND.
ESM 'T
R = 150.00'
ELEVATIONS SHOWN HEREON
=
A 52.08'
0
z p
1
- CONCRETE
U 3
3CL
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
< }1
-
U) c z
MON.
I.P.
- IRON PIE
= IRON PIPE
(P
Xaamal
Ne
co
ri\�
PURSUANT TO CHAPTER 472.027 / CHAPTER 611317-6, FLORIDA STATUTES.
m3
A
CH
= DELTA ANGLE
= CHORD
P.C. = POINT OF CURVE
P.R.C. POINT OF REVERSE CURVE
1
AMERICAN
22.2'
=ARC LENGTH
_ RADIUS
Lh ,
SURVEY NOT VALID UNLESS-- EMBOSSED BY SEAL
1.5'
I
= A
CALCULATED
ICK PAVER
JAMES D. HARRISON, JR., No. 2647
FLORIDA,
P
R-
q
RIVEWAY
NCVD - NATIONAL GEODETIC VERTICAL DATUM
NAVD = NORTH AMERICAN VERTICAL DATUMp
N.T.S. = NOT TO SCALE
J
INC'
= RIGHTL WAY
_
/
(A)
(A)
= ACTUAL
EOW = EDGE OF WATER
�8
(W)
= WITNESS
TOB TOP
FND 1/2" 2.8
IRON PIPE C1
NO I.D
UMBER BRIDGE LANE
(50' RIGHT OF WAY)
NOTE:
SIDE/FRONT TIES ARE TO THE FOUNDATION.
10.2
(10.1)
FND 1 P
v IRON PIPE 6.46
427p3 vv Co
21.24' 0
CURVE DATA Cl
BENCHMARK:
EAST FLANGE ON FIRE
S89'38'S3"W
HYDRANT IN FRONT OF LOT 1
ELEVATION: (12.16)
CH = 51.82'
FND.
ESM 'T
R = 150.00'
ELEVATIONS SHOWN HEREON
=
A 52.08'
REFER TO NGVD OF 1988
A = 19'53'40"
DENOTES FOUND
0 4"X4" CONCRETE
MONUMENT LB 3848
= DENOTES FOUND 1/2"
IN 0 IRON PIPE LB 3848
m UNLESS OTHERWISE NOTED
CRB - DENOTES CABLE RISER BOX
RC - DENOTES RECLAIMED WATER METER
WM - DENOTES WATER METER
ADD BRICK PAVER WALKWAY; W.O.# 172313; 04-16-19 (FIELD)
FINAL; W.O. #170509; 02-11-19 (FIELD)
FOUNDATION, F.F.E.; W.O.# 163663; 05-29-18 (FIELD)
LOT & HOUSE S-O(COOD SET F.F.E.) W.O.#162642: 4-4-18 (FIELD)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RFCnRnS nF THIs cnntiTY
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 J FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 11-02-18
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS N0. 3857
Legend
COV.
= COVERED
F.F.E. = FINISH FLOOR ELEVATION
THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
=5
-_
FND.
ESM 'T
- FOUWo
EASEMENT
A/C - AIR CONDITIONER
I.D. = IDENTIFICATION
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN
—4
CONIC
- CONCRETE
P.R.M. PERMANENT REFERENCE
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
-
MON.
I.P.
- IRON PIE
= IRON PIPE
MONUMENT
P.T. = POINT OF TANGENCY
SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS- AND MAPPERS
I.R.
= IRON ROD
P.C.P. = PERMANENT CONTROL POINT
PURSUANT TO CHAPTER 472.027 / CHAPTER 611317-6, FLORIDA STATUTES.
ALL
A
CH
= DELTA ANGLE
= CHORD
P.C. = POINT OF CURVE
P.R.C. POINT OF REVERSE CURVE
AMERICAN
A
=ARC LENGTH
_ RADIUS
P.C.C. = PONT OF COMPOUND CURVE
B. R.L. BUILDING RESTRICTION
SURVEY NOT VALID UNLESS-- EMBOSSED BY SEAL
SU
SURVEYORS
C
D
= A
CALCULATED
F.P.&L= FLORIDA POWER & LIGHTOF
(TYP.) = TYPICAL
JAMES D. HARRISON, JR., No. 2647
FLORIDA,
P
R-
q
= DEED
- PLAT
RADIAL UNE
- CENTER LINE
NCVD - NATIONAL GEODETIC VERTICAL DATUM
NAVD = NORTH AMERICAN VERTICAL DATUMp
N.T.S. = NOT TO SCALE
MICHAEL A. GARRETT, No. 6643
SCALE 1"=20'
�d
INC'
= RIGHTL WAY
LB = LICENSED BUSINESS
P I = POINT OF INTERSECTION
/
(A)
(A)
= ACTUAL
EOW = EDGE OF WATER
(W)
= WITNESS
TOB TOP
= OF BANK
DATE 05-29-18
FIsoRIn R6P:1cTFRF'n cf f nD AN 'MAPPE
R
B. N/A D. C. N/A DR. BY BRB DIR, P:\2017 (81300)
ORDER NO. 172313-FNL FILE 83188