1895 Atlantic Beach Drive SURVEY 01.30.2018 (final)MAP SHOWING AS -BUILT SURVEY OF
LOT 57 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: TOLL BROTHERS, INC.
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G 0 L F C 0 U R S E
N88'20'24"E 43.38'
10' B.R.L.
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L 0 T 57
It
iv 4.3 Il
Ix`20.1 '
I
4.3' 1i1b,
11.0' 15.1' I
10.0'
COVERED
BRICK PAVERS I
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TWO STORY STUCCO i06 j
RESIDENCE IZ,
ADDRESS No.1895 3
FFE=12.63' I a Q
W
ATLANTIC BEACH DRIVE
50 RIGHT OF WAY) /oo •
50' RADIUS CUL-DE-SAC /ho
DENOTES DIRECTION OF FLOW /
TYPE "B"j DRAINAGE /
ELEVATI0 S SHOWN THUS (11.50) BENCHMARK:
WERE TA EN FROM ENGINEERING PLANS SET NAIL & DISK 3848 @
BY TAYL R & WHITE, INC., DATED JUNE 2013 RADIUS POINT ON ATLANTIC
ELEVATIO S SHOWN HEREON
BEACH DRIVE IN FRONT OF
OUR LOT 51
ELEVATION: (9.30)
ELEVATIONS SHOWN HEREON
REFER TO NGVD OF 1929
FINAL; W.O. #167905; 10 25-18 (FIELD)
FOUNDATION, F.F.E.; W.O.# 162239; 3-19-18 (FIELD)
LOT & HOUSE STAKE OUT i (GOOD -SET F.F.E.); W.O.# 161082; 01-30-18 (FIELD)
THIS SURVEY WAS PERFO MED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
THERE MAY BE ADDITIONA EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
CD
L1 S30024'1 7"W
LO
13.09'(R)
a,
CURVE DATA C1
N81'21'31 "W
CH = 37.08'
R = 50.00'
A = 37.98'
A = 43'31' 36"
CURVE DATA C2
S86'42'49"E
CH = 29.32'
R = 170.00'
A = 29.35'
09'53'34"
99.6) = DENOTES PRE CONSTRUCTION
99.6 = DENOTES POST CONSTRUCTION
NOTE ALL UTILITIES SHOWN
HEREON WERE FROM
AS–BUILT DRAWINGS
PROVIDED BY CODY'S
PROFESSIONAL SURVEYING
AND MAPPING, INC.
12-18-14; JOB #10114
PR
y SOURCE BENCHMARK:
FND NAIL & DISK 3848
@ P.C. ON ATLANTIC
BEACH DRIVE IN FRONT OF
OUR LOT 51
ELEVATION: (11.10)
ELEVATIONS SHOWN HEREON
REFER TO NGVD OF 1929
NOTE:
SIDE /FRONT BUILDING TIES ARE TO THE FOUNDATION.
TVRB - DENOTES TELEVISION RISER BOX
TRB - DENOTES TELEPHONE RISER BOX
RWM - DENOTES RECLAIMED WATER METER
WY - DENOTES WATER METER
THH - DENOTES TELECOM HAND HOLE
0 - DENOTES FOUND 1/2"
IRON PIPE LB 3848
UNLESS OTHERWISE NOTED
ON THIS SURVEY THAT MA BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED
IN THE SPECIAL FLOOD HAZARD ZONE "X" PER LOMR CASE# 16-04-7268A DATED 10/27/16 ASTHELOTSHOWNHEREONIS
SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
A
z
ND SURVEYORS – 3751 SAN JOSE PLACE, SUITE 15 – JACKSONVILLE, FLORIDA, 32257 – 904/279-0088 – LICENSED LAND BUSINESS NO. 3857
p
L 2nd
F.E. =FINISH FLOOR ELEVATION
w
jI
m
COVERED
t
FND. — FOUND
ESM'T - EASEMENT
BRICK PAVERS I
6.8' I
SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS ANO MAPPERS
20.2' 6
o
I
T. = POINT OF TANGENCY
C.P. - PERMANENT CONTROL POINT
4 i
LR. — IRON ROD
A = DELTA ANGLE
CH = CHORD
7.5' I
SURVEYORS
OF FLORIDA,
A — ARC LENGTH
13.2' 5.41
JAMES D. HARRISON, .IR., No. 2647
K PAVER 3.2'
IVEWAY BRICK 20 e
P.&L.— FLORIDA POWER do LIGHT
TYP } = TYPICAL
V LEAD
WALK
R
D - DEED
P PLAT
N q
VL CONCRETE
TRANSFORMER
AVD = NORTH AMERICAN VERTICAL
SCALE
r 'k,. .t g
PAD
DATUM
POINT OF INTERSECTIONOW — EDGE OF WATER
11 10'x10' JEA
C1 - ` y
EQUIPMENT
EASEMENT
ATLANTIC BEACH DRIVE
50 RIGHT OF WAY) /oo •
50' RADIUS CUL-DE-SAC /ho
DENOTES DIRECTION OF FLOW /
TYPE "B"j DRAINAGE /
ELEVATI0 S SHOWN THUS (11.50) BENCHMARK:
WERE TA EN FROM ENGINEERING PLANS SET NAIL & DISK 3848 @
BY TAYL R & WHITE, INC., DATED JUNE 2013 RADIUS POINT ON ATLANTIC
ELEVATIO S SHOWN HEREON
BEACH DRIVE IN FRONT OF
OUR LOT 51
ELEVATION: (9.30)
ELEVATIONS SHOWN HEREON
REFER TO NGVD OF 1929
FINAL; W.O. #167905; 10 25-18 (FIELD)
FOUNDATION, F.F.E.; W.O.# 162239; 3-19-18 (FIELD)
LOT & HOUSE STAKE OUT i (GOOD -SET F.F.E.); W.O.# 161082; 01-30-18 (FIELD)
THIS SURVEY WAS PERFO MED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
THERE MAY BE ADDITIONA EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
CD
L1 S30024'1 7"W
LO
13.09'(R)
a,
CURVE DATA C1
N81'21'31 "W
CH = 37.08'
R = 50.00'
A = 37.98'
A = 43'31' 36"
CURVE DATA C2
S86'42'49"E
CH = 29.32'
R = 170.00'
A = 29.35'
09'53'34"
99.6) = DENOTES PRE CONSTRUCTION
99.6 = DENOTES POST CONSTRUCTION
NOTE ALL UTILITIES SHOWN
HEREON WERE FROM
AS–BUILT DRAWINGS
PROVIDED BY CODY'S
PROFESSIONAL SURVEYING
AND MAPPING, INC.
12-18-14; JOB #10114
PR
y SOURCE BENCHMARK:
FND NAIL & DISK 3848
@ P.C. ON ATLANTIC
BEACH DRIVE IN FRONT OF
OUR LOT 51
ELEVATION: (11.10)
ELEVATIONS SHOWN HEREON
REFER TO NGVD OF 1929
NOTE:
SIDE /FRONT BUILDING TIES ARE TO THE FOUNDATION.
TVRB - DENOTES TELEVISION RISER BOX
TRB - DENOTES TELEPHONE RISER BOX
RWM - DENOTES RECLAIMED WATER METER
WY - DENOTES WATER METER
THH - DENOTES TELECOM HAND HOLE
0 - DENOTES FOUND 1/2"
IRON PIPE LB 3848
UNLESS OTHERWISE NOTED
ON THIS SURVEY THAT MA BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED
IN THE SPECIAL FLOOD HAZARD ZONE "X" PER LOMR CASE# 16-04-7268A DATED 10/27/16 ASTHELOTSHOWNHEREONIS
SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
A L AMERICAN SURVEYORS OF FLORIDA, INC.
ND SURVEYORS – 3751 SAN JOSE PLACE, SUITE 15 – JACKSONVILLE, FLORIDA, 32257 – 904/279-0088 – LICENSED LAND BUSINESS NO. 3857
5
L 2nd
F.E. =FINISH FLOOR ELEVATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
cov. =COVERED Dc =AIR CONDITIONER
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN 4
FND. — FOUND
ESM'T - EASEMENT
D. — IDENTPERMANENT RPERMANENTREFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
CONC — CONCRETE
R.M.
MONUMENT SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS ANO MAPPERS ALLMON. — MONUMENT
LP. - IRON PIPE
T. = POINT OF TANGENCY
C.P. - PERMANENT CONTROL POINT PURSUANT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLOP,IDA STATUTES. AMERICAN
LR. — IRON ROD
A = DELTA ANGLE
CH = CHORD
C. — POINT OF CURVE
R.C. — POINT OF REVERSE CURVE
C.C. — POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
SURVEYORS
OF FLORIDA,
A — ARC LENGTH R.L. = BUILDING RESTRICTION JAMES D. HARRISON, .IR., No. 2647 INC.
CALL.) = CALCULATED
P.&L.— FLORIDA POWER do LIGHT
TYP } = TYPICAL MICHAEL A. GARRETT, No. 6643
D - DEED
P PLAT
NATIONAL GEODETIC VERTICALGVD =
DATUM1 20'
R = RADIAL LINE
CENTER UNE AVD = NORTH AMERICAN VERTICAL
SCALE
r 'k,. .t g
R/W — RIGHT—OF—WAY
x- - FENCE
DATUM
POINT OF INTERSECTIONOW — EDGE OF WATER
I
DATE 01-30-18 oRIDA REGISTERED SIURVEYOR "AND MAPPER 8
W) WITNESS OB =TOP OF BANK
N/A DR. BY DDW DIR, P:\2017 (81300) ORDER NO. 167905 -ENL FILE 82802
F. B. SKETCH D. C.