HomeMy WebLinkAboutSurveyI
FND RR SPIKE
a es
FND NAIL
FND 3/4" IP IN CUTOUT
IN FACE OF PP
�, �,
(NO ID)
NW CORNER OF THE NE 1/4 OF
SECTION 33
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ST. LUCIE COUNTY
FND NAIL
��
BENCHMARK (HENRY)
Mn ID
I
( ) ELEV. - 18.88, NAVD OF 1988
IN
0' 30' 60 -- -- 90
LEGAL DESCRIPTION
ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4
OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35
SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK
(CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND
THE EAST 206 FEET THEREOF.
CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES +/-
NORTH LINZ OF NE 1/q SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
Maowdwi"'l OIL
4
LOCATED /IV SECTION 335 TOVVNSl-IIP 35 SOUTH, RANGE 39 EAST
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SAINT LUCIE
COUNTY, FLORIDA
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m TOWNSHIP 35 SOUTH, RANGE 39 EAST
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X 1l2,5 �y 3 17,5
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10.8 7�t5.o'
EDGE OF WATER
,9 yA 10, °
4, $ ' FOUND %' SRC
C/L 11 MILE ROAD / / tiV00 ��`� 89 LS # 3435
C�EDGE OF WATER 16.1
LOCATION MAP
NOT TO SCALL
I °� 4.4 x 17,3 STREET ADDRESS
17 PROPERTY LINE
9 13°18 11298 MULLER ROAD, FORT PIERCE, FL. 34945
ARMY COR OF ENG i I / / 1 ® j® c�6
BENCHMARK (FCE-4804) / 1 v 4.7 X 16A
ELEV. - 17.74' NAVD OF 1988 /
kill
x 10.3 ,9 x 15,6 x 17,3 GENERAL NOTES
14,--"'----TOP of BANK 16.6 x x 7.2 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
ZONE "AE" x 16.5
�.LEGEND & ADDREVI I 6 x laa x 15.5 ) LOODWAY 2. ADDITIONS OR DELETIONS TO THIS SURVEYAND/OR MAP OR REPORTS
I 19 x 15.8 x 16.8 THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
O$ i
A ARC LENGTH x iss
n MAPPER.
3yC*•
A/C AIR CONDITIONER I I 10,3 8 7 shy° �2 x 15.7 x 16.2 I 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE
BM BENCHMARK I CONCRETE BRIDGE x 14.8 AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR& MAPPER.
3.4 17.2 17.2
C CALCULATED FROM FIELD MEASUREMENTS x 16,a 16.6x
GRAVEL 61.1'
C L CENTERLINE PROPERTY LINE `?� 19,0 �1s 19.1 POOL DECK 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE
/ I x 15.9 x 16.8 16,9X 19.9' WEST LINE OF THE NE 114 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST,
TE
CM CONCRETECONCRELIGHT POLE
. MONUMENT STEPS, '17.0 x 9.8 WITH A BEARING OF S 00 05' 05" W, ASSUMED DATUM.
CONC CONCRETE 13,9
19a / /PROPERTY LINE x 152 170 1 3 X 17.3 jjj '/ 5 FLOOD NOTE: BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS IN ZONE
II °•N 17,3 x 16,3
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DEG OR DEGREE I 9�8 a 18,8 POOL 1 9 ,
ELEV ELEVATION 22 151.2' m �Z xo AE-18.2% ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
56 A/C a, Ei ls,g 0.1 19. cn NO. 12111 C 0164 J EFFECTIVE DATE FEBRUARY 16 2012. THE EXACT W 8
19.43 9' POLE 5' � Q o o �
FFE FINISHED FLOOR ELEVATION I 8 o ' ' ss x ixi cz B x DOG x 2 �_ DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
FND FOUND 13.7 LIGHT POLE w-0F%l a.l `.0 Ew' 1.. 010 00�. ' � LOT v o
I 0 14.4 q P SEPTIC 19.6 ," 0 o c�6. ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM NAVD OF 1988, o .0 W N
ID IDENTIFICATION NUMBER I I X 16.4 as ti 0 19.0 AREA x 17.9 19.9 17 55.1. x " REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK IjL = o 0
IP IRON PIPE I 6`i .�o� x 14.5 x 18. x 20.0 17.1 x , KENNEL "FCE-4804" WITH AN ELEVATION OF 17.74'. a Q
IR IRON ROD I I 5L�'� 724 1 STORY CBS 19.5 GRAVEL x No' ' FFE 17.1' ® oo
IRC IRON ROD &CAP 0 x 15.0 a¢ RESIDENCE a 1 2 ro 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD C) o o i
17.2
8' COVERED a�2� FFE - 21 .0' PARCEL # 2333-133-0002-000-2 MEASURED DATA.
LB LICENSED BUSINESS o`� 15.D' x 14.8 ENTRY a. 19.7 13.5' r
4.4 z x UNPLATTED r 2920
ICY o 168.3' 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES O a w N
Lij CD
LS LICENSED SURVEYOR I o FOUND 5/8• IRC x 17,2 > "� x i7.4 1 .1 DAVIDOLOUNDs - LL
17.69 17.7 STANDARDS, IN FEET AND DECIMALS THEREOF.
M MEASURED DATA 118.7 "'� LS # 3435 I x18,0 '',��' 20.9� METAL X x 11170 MULLER RD C� ® z z o zo
16J x 16.8 9. THE HORIZONTALAND/OR VERTICAL AC:CIJRACY FOR THIS SURVEY MEETS U M>>
MON MONUMENT o' 17,4 toss' 17J2 l , "'1, 18.45 FENCE 16.7I - X OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. (� `, N
1 18,6
N&C NAIL AND CAP x 17,2 "p 1,04 x 17.3 xX 16,2
X16.2 ti x 16.9 5J-17.051. M R z a
NAVD NORTH AMERICAN VERTICAL DATUM 19 45 W co a � $ 0 5
NGVD NATIONAL GEODETIC VERTICAL DATUM I �, /4' POLYVINYL CHLORIDE FENCE PAVER BRICK 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED m 0Mj o
Q W 7 g
4 x 17,0 AND SHOWN HEREON. w rc o
NO OR # NUMBER II ✓ 17.77 DRIVE I�
17.44 o �ZE$ NTS NOT TO SCALE - 17.9 ZONE "AE" x 17.6 Fr yozo
11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN ® > ~i °-
OHP OVERHEAD UTILITIES I I x 17 8 x FLOODWAY 17,57 LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 06 W oa o o g o I J �or�W
ORB OFFICIAL RECORDS BOOK 17,48 0) U ' OO a x 0"
17.60 N�Zm
P PLAT DATA 3 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W Z = W W
PG(S) PAGE(S) 17 7Q N P` x 17.8 x 16.8 WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. O Q
nU~
PLS PROFESSIONAL LAND SURVEYOR "' �� �19,02 is x 17,1 1
Q� O �Z1 p
r of N s) 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR U Z z = a
POB POINT OF BEGINNING o RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED w °;
POC POINT OF COMMENCEMENT I x 18.2 331 00 17.2 x RESTRICTIONS OR MURPHYACT DEEDS. j z N Z?
si.a
PRM PERMANENT REFERENCE MONUMENT I 18.3 41.1' X -- - -� 14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS F- 0 z 5
X 16.8 to " oo o
PSM PROFESSIONAL SURVEYOR AND MAPPER � GRAVEL N 1 STORY css w GRAVEL SITE WHEN SURVEY FIELD WORK WAS COMPLETED:
R RADIUS s I DRIVE m GARAGE o 17,31
FOUND /8 • IR FIFE 19.3'
RLS REGISTERED LAND SURVEYOR IN CUT OUT t I 17.0 18.1 x 17.2 15. THE LAST DATE OF FIELD WORK WAS JULY 10, 2019.
17.8 182 X i .28 17.54
(N0 ID) 41.1' 17.7 4' POLYVINYL FOUND 2X2 CM RECEIVED DRAWN BYc CA
R/W RIGHT-OF-WAY I
® WATER METER I 1 0 14 FOUND 3 0 7.42 N 11s' X 17,9 CHLORIDE FENCE (NO ID)
(NO ID); io 17.6 DEC Y 0 "i�
& AND (I - PUMP HOUSE
a N 89°50'30" E 439.02'M _ - _ - - _ ST. Lucie county, Permitting CHECKED BY, C
® AT 15. ' 13:8 - - - - - - - - - 1L - 17,2 17.4 -- -
16,5 X 17.3 DATE, JULY 05, 2015
16.7, 17.3 16.8x
DELTA I m X' -� 16.52 17.88 15. 5 X 16,7 x 17,2 16,6 n 1 417,2 x ,�,17.7 FND NAIL s DISK GLOBAL POSITIONING SYSTEM (CPS) NOTES
UTILITY POLE 11 17.7 1 ,7 c2 18,09 UNREADABLE 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK) HORIZONTAL SCALE
_ _ _ -- 333.92'M _N 89°50'30" E
.45 . . <, r, 47
N$93�50'30"� _ 454,12'M �- - 1 -30
FOUND 3 a" IP w curouT - - - MULLER--ROAD -� - S 89°4215^ W - - 2647.6TM - 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA-11
SW CORNER OF NE 1/4 SECTION 33 50 R/W N 65 18.27 SYSTEM WITH CHANNELS (L1 & L2).
• FND 1 ' I P
17.43 FOUND RAILROAD SPIKE SOUTH _LINE OF NE 1/a SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST cz NOT VALID WITHOUT THE SIGNATURE
IN CUT OUT AND ORIGINAL RAISED SEAL OFA
3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED AUGUST 04, 2016. AT C/L INTERSECTION , FLORIDA LICENSED SURVEYOR &
_ - _ _ - - - TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL MAPPER.
-
E1EvanoN = 7.a� STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, _��` -- -
- 013 117,5 IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT ^
THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION
'I,ql), clarop4`>IP�ii, _ ZONE "AE"
INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE - SEAL �n
T�`�cxEX�c� 9 L� w FLOODWAY STATION AND RECORDED AS THREE DIMENSIONAL (3D)POSITIONS. �{}
ai w I I
I a I ? UNPLATTED 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
L„l b,L= I N I z I OCCUPIED I LOT 1 i LOT 2 CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR.
'... .,. -
CHARLES A' OLD
FEAR OAK CREEK ESTATES OAK REEK ESTATES 5. THE HORIZONTAL AND VERTICAL ACCURACY FOR THIS SURVEY MEETS OR PROFESSIONAL SURVEYOR & MAPPER
ZNG.
PLAT BOOK 8, PAGE 81 P BOOK 8, PAGE 81 EXCEEDS THE MINIMUM STANDARDS OF PRACTICE UNDER F.A.C.'5J-17.051 AND FLORIDA LICE4 NO.4a 1',
7EC FND OLD WOOD POST' IS AS FOLLOWS:
/ HORIZONTAL: 1 OMM + 1 P (M (RMS) PIN D Q TE
IN ASPHALT COT OUT 1� / VERTICAL: 20MM + 1 PPM RMS 7q TOWNSHIP 35 SOUTH, RANGE 39 EAST / SHEET, 1 OF 1
SOUTH LINE OF SE SECTION 33> T /
PROJECT NO. 15-526
FND RR SPIKE , FND NAIL FND 314" IP IN CUTOUT
IN FACE OF PP
(NO ID) NW CORNER OF THE NE 1/4 OF
SECTION 33
NORTH LINE OF NE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
m°'nDn SURVEY
ST. LUCIE COUNTY
FND NAIL F� I BENCHMARK (HENRY)
(NO ID) ELEV. = 18.88' NAVD OF 1988 LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
in
0
f
0' 30' 60, 90,
LEGAL DESCRIPTION
ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4
OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35
SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK
(CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND
THE EAST 206 FEET THEREOF.
CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES +/- I
I
11.7'
I
I
I I
ARMY COR OF ENG
BENCHMARK (FCE-4804)
ELEV. - 17.74' NAVD OF 1988
LEGEND & ABBREVIATIONS
A
A/C
BM
C
C/L
CM
CONC
DEG OR
ELEV
FFE
FND
ID
IP
IR
IRC
LB
LS
M
MON
N&C
NAVD
NGVD
NO OR #
N TS
OHP
ORB
P
PG(S)
PLS
POB
POC
PRM
PSM
R
RLS
R/W
A
101
ARC LENGTH
AIR CONDITIONER
U ; SAINT LUCIE COUNTY, FLORIDA
I o
Im
I /
04
I /
IZ /
g LU I /
w
co m
I Q m I TOWNSHIPco WEST E35FNE Y4 SOUTH, RANGE 39 EAST / CTION 33,/ / DIRT RAMP 8,9 2 5 4110
41 7x 18.3
/ .9 10,8 � �6 15.0'
/r EDGE OF WATER 6Q 10 � I
C/L 11 MILE ROAD / / ��'0 ^r�j� 8.9
'(1.2`'TjIJ EDGE OF WATER 16.1
BENCHMARK I I CONCRETE BRIDGE
CALCULATED FROM FIELD MEASUREMENTS
PROPERTY LINE
CENTERLINE
I
CONCRETE MONUMENT
CONCRETE I I 13.9
DEGREE
ELEVATION I �622
FINISHED FLOOR ELEVATION 8
ma's
FOUND 3.7 I �114 4 POLE
IDENTIFICATION NUMBER
IRON PIPE x 14.5
IRON ROD ��
I 5ti
IRON ROD & CAP c' x 15,0
I • 8.
x 16A
LICENSED BUSINESS
o5 ^ 4 4 15.0' x 14.8
LICENSED SURVEYOR
II
°o FOUND %8• IRC x 17.2
MEASURED DATA
118
7
04 LS # 3435
MONUMENT
118.6
o'
17.4 206.6'
x 17,2
x16.2
NAIL AND CAP
NORTH AMERICAN VERTICAL DATUM 1945
NATIONAL GEODETIC VERTICAL DATUM
I
I 4' POLYVINYL CHLORIDE FENCE
NUMBER
NOT TO SCALE
17.9 ZONE "AE" x 17.6
OVERHEAD UTILITIES I
I x 17.8 x FLOODWAY
OFFICIAL RECORDS BOOK
PLAT DATA
3
PAGE(S)
x
io
x 17.8
17.
PROFESSIONAL LAND SURVEYOR
"'
C) /19.02
POINT OF BEGINNING
POINT OF COMMENCEMENT I
67.0' x 1812
PERMANENT REFERENCE MONUMENT
I
18.3
41.1'
PROFESSIONAL SURVEYOR AND MAPPER
GRAVEL
N 1 STVCBGRAVEL
RADIUS FOUND 3/g" IR
I
DRIVE
co eREGISTERED
LAND SURVEYOR IN CUT OUT I
17 0 17.8 18.2.28
FFE
18A
RIGHT-OF-WAY (No ID) I
-
7
17
METER
118
A
FOUND 3x3° CM17.42WATER
-
.9(NO
AND
I
ID)
UMP HOUSE
I
AT
I
16,5 x17.3 x16.7
15.65
DELTA I
x-__ E- 16.52 17.88 x- -._ -e01
I
1
UTILITY POLE
17.95 -
FOUND 3/4" IP IN CUTOUT - --- -- -
SW CORNER OF NE 1/4 SECTION 33 2 - �-
117.43 FOUND RAILROAD SPIKE
AT C/L INTERSECTION
I I BENCHMARK
1 .30 ELEVATION = 17.4T - - - - - -
.17.55,
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6,
I Mio
m o I
I Nlz
f FND OLD WOOD POST
IN ASPHALT CUT OUT
UNPLATTED
OCCUPIED
FOUND %' IRC
LS # 3435
LOCATION MAP
NOT TO SCALE
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4.4 x 17.3 STREET ADDRESS ; `n Y
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9.9 12 ' 11298 MULLER ROAD, FORT PIERCE, FL. 34945 a Ld
�'
1 ( PROPERTY LINE 631 r cn O � � W Vi as
4.75 X 16A 1� m >- a m¢ E3 W
91
�Cj E 8.9
x 10,3
PRp GE N\G S 6a 3B 4a W 14.3
8 6 x 14.7
3,9
x 15.2 17.0
19.43 ,
x 14,8
19.0 gT5 1
x 15.9
CONCRETE 8E
STEPS
19,
7. 3 18.8 POOL
�z<
1 STORY CBS
6 RESIDENCE
COVERED ,&a. FFE - 21.0'
ENTRY z$
a�
17.69 x10 n�s
m
N 89050'30" E
17
x 15,5
x 15,7
�i- POOL DECK
,x 16.8
�18.8 erg x 17.7
SEPTIC
19.0 AREA
x 18, x 20,0
19.5
19.7
` 20.91l 17.7
8,45
x15.6 x17.3
GENERAL NOTES
0MCYPo�Qa�adA
16.6xx
-TOP OF BANK
7.2
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
�aovwiwraaoLLJ
0o0o
�� ��
�� ZONE AE
x16.5
a�ao
J❑O13a
x 15.5 cp FLOODWAY
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS
W
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dJ
0CL
THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
U_
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pCL
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x 15,8 x 16.8
MAPPER,
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3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE
¢
¢
¢
a
L)
U
u
u
c¢i
L)
L)
u
u
u
u
AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. v}a
16.6X 17.2 17.2
oQ,
mQ,Com
x 16.4 GRAVEL 81.1'
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE
o
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CD
o
N
ti
o
N
o
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N
-D
o
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0
16,9 x 19.9'
WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST,
r
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LIGHT POLE
WITH A BEARING OF S 00 05' 05" W, ASSUMED DATUM.
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0
W17,0
0x
17.3 x 16,3
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE
1512' w 1jZ l x'
AE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
NO. 12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT
19.4
Q
o ,
o x x
o
DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
p
o z
BARN
DOG I
o
aaga
LOT v
19.6 ao
o 11� z
ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM NAVD OF 1988,
(NAVD)
0
axx
x 17.9 19_g' 14 55.1• x "'
o
REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK
J
LL
= o 0
17.1 x '
`n KENNEL
"FCE-4804" WITH AN ELEVATION OF 17.74'.
= z
GRAVEL
FFE = 17.1'
o0
i '2Its
7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD
U
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O
o I? a
17 2
PARCEL # 2333-133-0002-000-2
MEASURED DATA.
O
w
13.5'
x
UNPLATTED
W
1
T
a Oct
168.3'
OCCUPIED
8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES
CD
lz y y
1
x 17,4
.1
/
DAVID LOUNDS
STANDARDS, IN FEET AND DECIMALS THEREOF.
p
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4'
METAL x x
11170 MULLER RD
Q
1
z zoz
_
FENCE I 16 ifs'8
16.7 xX - X
x 16.8
9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS
OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F A C
V
co
r
>- o w }
x �>
7.3 16.2 U 1 � ~NS
x 16.9 5J-17.051. W A ,n z o
AVE � _oovi
oWHS
BRICK 17.Ox i .0 81.3' COco z 3
DRIVE 18.0' 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED W N o < w =
y AND SHOWN HEREON. w o o
7.44 - ,CONCRETE .: 10 0 o� z LL g
DRIVE , .. 18.0' 6' 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN 00 i w o 0
18.2 EXISTING LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. J o $ o
17.57 1 STORY PI BARN J W U Z a W Y
i Q¢wa
9, FFE = 18.7' 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W V �- w w m
x 16.8 WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. O G
Q
w
m
N OD
17.50
331.0'
17,5
x 16,8
17.31
4' POLY
CHLORIDE
439.02'M
x 17.2 16.7
15������ 16.6 1
x 172 _
-8�4r--
N 89°5030 E - 454.12'M
50' R/W--
SOUTH LINE OF NE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
I
LOT 1
OAK CREEK ESTATES
PLAT BOOK 8, PAGE 81
SOUTH LINE OF SE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
0- 0 'u, o
x 17.1 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR U w o a
RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED W o> i-D
U2 x RESTRICTIONS OR MURPHY ACT DEEDS. ? Z
J 9o
14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS 1- ° o
SITE WHEN SURVEY FIELD WORK WAS COMPLETED.
fA aaoo
x 17,2 15. THE LAST DATE OF FIELD WORK WAS FEBRUARY 14, 2020.
DRAWN BY, CA
CHECKED BY, CA
DATE, JULY 05, 2015
HORIZONTAL SCALE,
1'=30,
FOUND 2X2 CM
17.2 17.4 (C_l
iz
17.3 16.8x - -
417.2 x 5 07.7 FND NAIL & DISK
17,7 1 7 0 18,09 UNREADABLE \ GLOBAL POSITIONING SYSTEM (GPS) NOTES
- 333.92'M N 0' " E s9 5 30 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
89042'15"w 0.85' 26a7.sTM CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS
18.27 FND 1^ IP L-BAND RECEIVER.
o IN CUT OUT
- - - - - - 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN
ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER
LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON
ZONE "AE„ THE PROJECT.
FLOODWAY 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND
I ADJUSTED USING CARLSON SURVEY 2018.
LOT 2 4, THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR
OAK REEK ESTATES THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER
PL BOOK 8, PAGE 81 / FLORIDA ADMINISTRATIVE. CODE (F.A.C.) 5J-17-051.
/
/
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
'r• SEAL
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICE E NO. 4 1
PRIN D DATE
SHEET 1 OF 1
PROJECT NO. 15-526