262 2nd Street SURVEY 02.03.20161/2"
IRON PIPE
W
50.00' (R)
49.92' (M)
LOT 17
1/2"
NO. 4144
IRON PIPE
EDGE OF
PAVEMEN'
e,
PAVER
DRIVE
1'p
310
10.0'
...............
0
z
z
.p
AC N
PAD
2nd STREET
(40' R/G)
APPROXIMATE CENTERLINE
BENCHMARK
NAIL & DISK
LB5488
ELEVATION = 9.83 EDGE OF
(NAVD 1988) PAVEMENT
50.00' (R)
50.09' (M)
130,
=10.39 8.8' b
FF -11.83
3 STORY
FRAME
NO.262
�FF=10.99
9.9' 17.7'
......
VINYL
SHED
5.7'
SHED
8.6'
0.3' OFF
0.6'----.
2�
901
0.7'
1/2" CAP
UNREADABLE
IRON PIPE
LOT 15
13.5'
FF=(11.
1 STORY
FRAME
BUILDING
a G' Q .
CONC
APRON
t
a
d
3/4"
r-0.34' NW'LY
\\
112-
9 IRON PIPE
y0
90 00
13.0'
FF=10.37
ri FF=11.79
5.2'
o+ 0.1
vi
12.0' S,?
STEP
U
(V
m
Z
Qa /ORS INC.
SURVEYORS
of O n n
QY
LAND & ENGINEERING SURVEYS
4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY
O;
N:
THIS SURVEY.
5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE
NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L.'S
RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES,
IUu
904-771-6468
OCK
Q
O
CERTIFICATE OF AUTHORIZATIONNO. LB 0005488
2ND FLOOR
LEGEND/ABBREVIATIONS
AC . AIR CONDITIONER PLS
j
N
HOUSE
0.1'
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY
C&R • COVENANTS 6 RESTRICTIONS RLS - REGISTERED LAND SURVEYOR
CHORD R/M •RIGHT OF WAY
<CNR)
1ST FLOOR
AND MEETS THE MINIMUM TECHNICAL
• CAN NOT READ
CONC • CONCRETE 0 • •
5.2'
RVEYING PURSUANT TO CHAPTER 5J-17.050
13.0'
FF=10.37
ri FF=11.79
5.2'
o+ 0.1
vi
12.0' S,?
STEP
U
i. ANGLES ARE SHOWN ON THIS SURVEY. GENERAL NOTES:
m
Z
Qa /ORS INC.
SURVEYORS
of O n n
QY
LAND & ENGINEERING SURVEYS
4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY
O;
O I-.
�
THIS SURVEY.
5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE
NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L.'S
RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES,
IUu
904-771-6468
O
Q
O
CERTIFICATE OF AUTHORIZATIONNO. LB 0005488
2ND FLOOR
LEGEND/ABBREVIATIONS
AC . AIR CONDITIONER PLS
j
N
HOUSE
m
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY
C&R • COVENANTS 6 RESTRICTIONS RLS - REGISTERED LAND SURVEYOR
CHORD R/M •RIGHT OF WAY
<CNR)
1ST FLOOR
AND MEETS THE MINIMUM TECHNICAL
• CAN NOT READ
CONC • CONCRETE 0 • •
STANDARDS FOR LANDS
RVEYING PURSUANT TO CHAPTER 5J-17.050
cow '�
THROUG 17.052, FLO
2
ET • ELECTRIC TRANSFORMER 4 PAD FOUND IRON PIPE OR PIN (IP)
CONC O0
JEA • JACKSONVILLE ELECTRIC AUTHORITY X FOUND CONCRETE MONUMENT (CM)
L • LENGTH CROSS CUT OR DRILL HOLE (X -CU
/t
J
' NAIL It DISC (NEIBY:
/17.2'
-- ,.LHLICENSED
m
C ARL S B. HATC ER
FLORIDArIFICATE N0. 3771
(M) • MEASURED -I -I -I -I -I -I -I- METAL FENCE
QNB =OFFICIAL RECORDS BOOK ms"µ'-rI'-µ MIRE FENCE
ARLES L STARLING
fLORlCiAIFlCATE NO. 4579
C
RAYMOND J. SCHAEF
FLORIDA CERTIFICATE NO. 6132
PC . POINT OF CURVEVINYL. FENCE
AHU nuTY
PCC . POINT OF COMPOUND CURVE - OVERHEAD
0
PEO = POOL EQUIPMENT PAD
JOB N0. 66142
DATE 02/03/2016
to
" =
SCALE: 1 1 O'
DRAFTER I ECA
LOT 16
CONC.
----- _
TANceNCY DIAMETER
•- I . . . . . . . • GUY ANCHOR
/- STEPS
90
Orn
49.84' (M)
50.00' (R)
LOT 6
BLOCK 30
0.4' 112"
IRON PIPE
LOT 4
BLOCK 30
LOT 5
BLOCK 30
P SHOWING BOUNDARY
LOT 16 ACCORDING TO THE PLAT OF
ATLANTEC REACH TER
AS RECORDED IN PLAT BOOK 15 , PAGE 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO:
CARL HOLT SMITH
NOTE:
1.) CONTROL BENCHMARK IS FDOT FPRN STATION "KREG" CRAIG FIELD 30'20'09.73049" N, 81'54.43487" W.
2.) ELEVATIONS ARE SHOWN THUS (9.83') AND ARE IN REFERENCE TO NAVD1988 DATUM.
X -REF: 63036 3.) SITE BENCHMARK WAS ESTABLISHED USING SPECTRA PRECESSION EPOCH 50 GNSS RECEIVER
FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)' .AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN i
FOOT OR HATH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD.
J
U
i. ANGLES ARE SHOWN ON THIS SURVEY. GENERAL NOTES:
m
Z
Qa /ORS INC.
SURVEYORS
of O n n
QY
LAND & ENGINEERING SURVEYS
4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY
I
O I-.
�
THIS SURVEY.
5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE
NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L.'S
RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES,
IUu
904-771-6468
N
0.4' 112"
IRON PIPE
LOT 4
BLOCK 30
LOT 5
BLOCK 30
P SHOWING BOUNDARY
LOT 16 ACCORDING TO THE PLAT OF
ATLANTEC REACH TER
AS RECORDED IN PLAT BOOK 15 , PAGE 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO:
CARL HOLT SMITH
NOTE:
1.) CONTROL BENCHMARK IS FDOT FPRN STATION "KREG" CRAIG FIELD 30'20'09.73049" N, 81'54.43487" W.
2.) ELEVATIONS ARE SHOWN THUS (9.83') AND ARE IN REFERENCE TO NAVD1988 DATUM.
X -REF: 63036 3.) SITE BENCHMARK WAS ESTABLISHED USING SPECTRA PRECESSION EPOCH 50 GNSS RECEIVER
FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)' .AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN i
FOOT OR HATH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD.
J
i. ANGLES ARE SHOWN ON THIS SURVEY. GENERAL NOTES:
/��,//)►
2. STRUCTURE NO. 262 SHOWN HEREON UES VAIHIN FLOW ZONE X AS BEST DETERMINED
Qa /ORS INC.
SURVEYORS
S PANEL9 DATED//S
01THIIs A SURFACE SURVEY ONLY. THE EXTENT OF UNONO FOOTINGS, PIPES AND
UTILITIES, IF ANY, NOT DETERMINED.
LAND & ENGINEERING SURVEYS
4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY
I
3846 BLANDING BOULEVARD
JACKSONVILLE, FLORIDA 32210
THIS SURVEY.
5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE
NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L.'S
RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES,
904-771-6468
ETC.
6. UNLESS OTHERVWSE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION,
Q
O
CERTIFICATE OF AUTHORIZATIONNO. LB 0005488
LEGEND/ABBREVIATIONS
AC . AIR CONDITIONER PLS
`S S b
PROFESSIONAL LAND SURVEYOR
BRL • BUILDING RESTRICTION LINE PSM . PROFESSIONAL SURVEYOR L MAPPER
BT • BUILDING TIE R . RADIUS
BTN = BETWEEN (R) - RECORD
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY
C&R • COVENANTS 6 RESTRICTIONS RLS - REGISTERED LAND SURVEYOR
CHORD R/M •RIGHT OF WAY
<CNR)
DIRECT SUPERVISION
AND MEETS THE MINIMUM TECHNICAL
• CAN NOT READ
CONC • CONCRETE 0 • •
STANDARDS FOR LANDS
RVEYING PURSUANT TO CHAPTER 5J-17.050
• • . • •SET IRON PIPE OR REBAR
BVD ELECTRIC BOX "ASSOC SRV OR L.B. 648E
THROUG 17.052, FLO
A A 1NISTRATIV CGDE, HAPTER 472 F.S.
ET • ELECTRIC TRANSFORMER 4 PAD FOUND IRON PIPE OR PIN (IP)
'
JEA • JACKSONVILLE ELECTRIC AUTHORITY X FOUND CONCRETE MONUMENT (CM)
L • LENGTH CROSS CUT OR DRILL HOLE (X -CU
/t
J
' NAIL It DISC (NEIBY:
-- ,.LHLICENSED
BUSINESS
LS • LICENSED SURVEYOR -X -X -X -X -X -X -X -CHAIN LINK FEN
C ARL S B. HATC ER
FLORIDArIFICATE N0. 3771
(M) • MEASURED -I -I -I -I -I -I -I- METAL FENCE
QNB =OFFICIAL RECORDS BOOK ms"µ'-rI'-µ MIRE FENCE
ARLES L STARLING
fLORlCiAIFlCATE NO. 4579
DRVOFFICIAL RECORDS VOLUME "°nWOOD FENCE
RAYMOND J. SCHAEF
FLORIDA CERTIFICATE NO. 6132
PC . POINT OF CURVEVINYL. FENCE
AHU nuTY
PCC . POINT OF COMPOUND CURVE - OVERHEAD
PEO = POOL EQUIPMENT PAD
JOB N0. 66142
DATE 02/03/2016
PHONE RISER
PI •POINT OF INTERSECTION . . . . . WATE
PRC • POINT OF REVERSE CURVE R METER
" =
SCALE: 1 1 O'
DRAFTER I ECA
PRM = PftiMANf NTf F£ RXE NC, MONUMENT ' ' ' ' ' ' LITY POLE
PT = POTNTOE 0 • Un
----- _
TANceNCY DIAMETER
•- I . . . . . . . • GUY ANCHOR
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
ti
6