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IN FACE OF PP u'o sn �
s (NO ID) NW CORNER OF THE NE 114 OF
SECTION 33 NORTH LINE OFNE1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST I `-
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ST. LUCIE COUNTY BOUNDARY & TOPOGRAPHIC
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ND NAIL �- BENCHMARK (HENRY) e ` � M �
(ND ID) ( ELEV. = 18.88' NAVD OF 1988 W u LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST " O6�r 2_
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Q m WEST LINE OF NE 1/4 SECTION 33, / DIRT RAMP �' 18'3 MMA VISTA BLw. Z W
Q TOWNSHIP 35 SOUTH, RANGE 39 EAST X 12,5 �� h 17.5 15.0' 1 CL
LEGAL DESCRIPTION Im ��. g 7.6 � co
ALL THAT PART OF THE WEST 1 2 OF THE SOUTHWEST 1/4 1 // 10,8 r`- _
/ EDGE OF WATER 19 10 11.
OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 LOCATION MAP
SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK I aa
(CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND I O� 4' FOUND34351RC NOT TO SCALELS # d
THE EAST 206 FEET THEREOF. c/ L tt MILE ROAD �S' 8,9
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CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES
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EDGE OF WATER 416.1
.4 x 17.3 to Y
39 STREET ADDRESS w w
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®. 11298 MULLER ROAD, FORT PIERCE, FL. 34945 � a a
1.T I PROPERTY LINE °1� o f w w N as _
ARMY COR OF ENG I / 1® g L) a L3 L7 a L7
BENCHMARK (FCE-4804) I i / 4.7 x 16.1 > ¢ 4' ¢ � w
ELEV. - 17.74' NAVD OF 1988 / t (� <
89 x15.6 11,v, z �z few
NIP � x 10,33 GENERAL NOTES o o A DL A D a
16.6 x x 7,2 - N u< W w o w z
GE 5 14,3 TOP OF BANK „ „ 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. w o d L` o a
P'�RP s6g3 �� ZONE AE x 16.5 > w w a- o a o a
x 14.7 FLOODWAY d-� o a o r o
L �t ABBREVIATIONS 8.6 x 15.5 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS o D a o O - O
----------- THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & w ° a a w ~
x15.8 x16.8 via Qa war -a
39 MAPPER. W w w w w a w
A ARC LENGTH x 15,5 « > a> a n a A Ga
A f C AIR CONDITIONER 1 10.3 512p6 x 15,7 x 16.2 4 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE � a � ¢ ¢ ¢ = a
8.7 S6 s > ¢a ¢¢ ¢¢¢¢
Bj l BENCHMARK I CONCRETE BRIDGE x 14.8 AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. L) u u u U u w u
i 3.4 16,6 17.2 17.2 a m 00 r � kD
C CALCULATED FROM FIELD MEASUREMENTS I 19.1 x 16,4 GRAVE 61.1' "" " 0D
PROPERTY LINE 19.0 ,,� POOL DECK - 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE w N N a N a cu $ N
C L CENTERLINE �{ }�'�
1 x 15.9 x 16.8 16.9x `: < WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, � � 1 -
CONCRETE LIGHT POLE o cD N o N CI o
CM CONCRETE MONUMENT STEPS 8.8 WITH A BEARING OF S 00 05' 05" W, ASSUMED DATUM. a
P PROPERTY LINE \ � � 11
19, 'e 17.0 x 117.3 m C rn OD cu O) Co coo0 0 0 0 0 0 0
00NC CONCRETE 13,9 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE x 17.3x 16.3
DEG OR DEGREE $"�N x 15,2 17,0 >i 3 is.8 POOL `n L .ice
/ �& 8 B 151:2' 00 X AE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
1 1 9
ELEV ELEVATION 1 5 A C 0.1 1 4 v, NO. 12111,C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE FJCACT LL r
19.43 POLE Q O w z
FFE FINISHED FLOOR ELEVATION $ 8.8 x 17.7 o BARN X { ' DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. O
FND, FOUND- I 13.7 LIGHT POLE - 10 .;:: ti DOG ; "s p. o a o
I 0 14.4 x �6.4 a ���'F SEPTIC 19.6 LOT X 00 o : _� ^"�' 6. ELEVATIONS ARE IN NORTHAMERICAN VERTICAL DATUM (NAVD) OF 1988, ® V
ID IDENTIFICATION NUMBER a S o 17.9 ig_g 17.4 55.11 REFERENCE. BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK U.
= o a
19.0 AREA x o w r
IP IRON PIPE (i^1 0 x 18, x 20,0 17.1 x I KENNEL °FCE 4804" WITH AN ELEVATION OF 17.74'. r > w
6 ,yam x 14.5 . FFE o 17.1' 1
I IRON ROD 1 �°`3 19;5 GRAVEL w o o
1 STORY CBS T 1Nv 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD U ® o zo 5 � 1 ,2 S O
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x Z
15,0 RESIDENCE � z
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1 COVERED L FFE s 21.0' PARCEL # 2333-133-0002-000-2 1 w r
IRC IRON ROD &CAP g, ? �a 7'2 v± MEASURED DATA.
L8 LICENSED BUSINESS o 4,4 15.D' x 14.8 ENTRY 19J 13.5' Ir 2
r X UNPLATTED v- > o s2g2
LS ti 168.3' OCCUPIED 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES W O
LICENSED SURVEYOR I s zr x 17.4 1 •1 DAVID LOUNDS 12 C) z
,o FOUND /& IRC > 17.7 STANDARDS, FEET `AND DECIMALS THEREOF. 1 ® - -ON
,
x 17,2 I
M MEASURED DATA I �� LS # 3435 17.69 X18.0 20.9d x x 11170 HULLER Rn 1 oz oz LL z
I18,7 r ^" ' METAL 1 $ <� z ouzo
MON MONUMENT o' 17,4 zoss' 17,72 �'� 18,45 FENCE I 16,1 'x x 16.8 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS �') > �; E'
N&C NAIL AND CAP 118.6 a 1,1 1 x 17.3 16.7 xX X 16.2 OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C.
x16.2 17,2 ry x 16.9 5J-17.051. 07 0 z o
NAVD NORTH AMERICAN VERTICAL DATUM 19 W cy) w co o x 9,
NGVD NATIONAL GEODETIC VERTICAL DATUM I 1 4' POLYVINYL CHLORIDE FENCE 17 77 PAVER BRICK 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED m N w o � �
NO OR # NUMBER 1 �/'� DRIVE x 17.0 AND SHOWN HEREON. Wit = Woo>
NTS NOT TO SCALE I 17.44 � x z
, w
17,9 ZONE " AE " x 1T6 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN ® > woo- °
OHP OVERHEAD UTILITIES 1 I x 17,8 x FLOODWAY 17,57 co LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. I - 1 o u o
J w zawLL
I 7,48 a �
ORB OFFICIAL RECORDS BOOK = � s � � O a w a>
P PLAT DATA 17,60 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W w o
PG(S) PAGE(S) 17 b N x 17.8 x 16,8 to WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS: ® Q z W
19. 2 w x 17.1 0 oz o
PLS PROFESSIONAL LAND SURVEYOR n o,� ?� 13. LANDS SHOWN HEREON WCD boERE NOT ABSTRACTED BY THIS OFFICE FOR 1 V 8 z 8 a
POEI POINT OF BEGINNING I I o RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED W o> N
W>3r
17.50 17,2 x RESTRICTIONS OR MURPHY ACT DEEDS. Z D ,
POC POINT OF COMMENCEMENT I 67.0• x 18,2 ,Z
331.0' J �nowo
PRM PERMANENT REFERENCE MONUMENT I 18.3 41.1' x I/Ij 14: THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE AC O THIS F- o o' °o
SITE WHEN SURVEY FIELDWORK WAS COMPLETED.
x 16.8 ?& 8 0
PSM PROFESSIONAL SURVEYOR AND MAPPER GRAVEL n� 1 STORY cas w GRAVEL �Q `V N(�j "w 8 w
R RADIUS FOUND �/ • IR 1 DRIVE GARAGE b 17.31 x 17.2 15. THE LAST DATE OF FIELD
& FFE 19.3' 18.1
RLS REGISTERED LAND SURVEYOR IN CUT OUT I 1 17.0 17 8 1$ 2 x 1 28 17.54 G4 ��
R/W RIGHT-OF-WAY NO ID I 41.1� 4' POLYVINYL `�G
( ) 17.7 FOUND 2x2 CM G
CHLORIDE FENCE O ` G DRAWN BY, CA
,_ FOUND 3X3' CM N17.42 iv 11.9' � I (NO ID) NOV;� I) "9G w CJG
® WATER METER 1 1 0 v (NO ID) o x 17.9 - S� • IN
io 17.6 CHECKED BY:. CA
& AND PUMP HOUSE N 89°50'30" E 439.02'M
11 t5. ' ` 1 - - - - 17.2 17,4 - ST, Lucia Coun�v nprmltn�
CD7 AT - - - -
DATE: JULY 05, 2015
16,5 x 17.3 15. 5 x 6,7 x 17.2 16,7 17,3 16.8x
DELTA 1 - 16.52 17.$$ 16.6 x 1rx417.2Xx }(Sg- 1� „17.7 FND NAIL &DISK GLOBAL POSITIONING SYSTEM(GPS) NOTES
IRF- - HDRIZgNTAL SCALE,
UTILITY POLE 1 17,7 1 ,7 0_ 18.09 UNREADABLE 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK) 1'=30'
1 95 _ . <, . r 333.92'M _N 89°50'30" E
1
N 89 50'30 E 454.12'M _ _ _ _ _ _ _
- - - - S 89°42'15" W 2647.6iM 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA-11
os5 SYSTEM WITH CHANNELS (!1 & L2):
SW CORNEROFNE 1/4 SECTION 33 50' R%W nT 18.27 FIND 11 IP
fT - NOT VALID WITHOUT THE SIGNATURE
FOUND RAILROAD SPIKE SOUTH LINE OF NE SECTION 33 , 'TOWNSHIP 35 SOUTH, RANGE 39 EAST o IN CUT OUT AND ORIGINAL RAISED SEAL OF A
I17.43 AT c/L wTERSEcnON 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON AUGUST 04, 2016. FLORIDA LICENSED SURVEYOR &
I I BENCHMARK _ _ _ _ _ _ TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL MAPPER.
I i 30 ELEvnnoN = 17.4T - _ _ - - - - - - - _ - _ STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
17*55 IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT
ZONE "AE
THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION
INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE 'SEAL
FLOODWAY -
STATION AN D R CORDED A T --
E S THREE DIMENSION 3D POSITIONS. , �AL
00
419 ( UNPLATTED I 1 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING "
g 1 OCCUPIED 1 LOT I LOT CARLSON SURVEY 2018 AND'A CARLSON SURVEY + DATA COLLECTOR.
N I z 1 2 CHARLES LD
OAK CREEK ESTATES OAK REEK ESTATES 5. THE HORIZONTAL AND VERTICAL ACCURACY FOR THIS SURVEY MEETS OR PROFESSIOAtSURVEYCR & MAPPER
PLAT BOOK 8, PAGE 81 P Boox 8, PAGE 81 EXCEEDS THE MINIMUM STAN FLORIDALICENSE No. as i
F.A. . 5 -17.0 D = I STANDARDS OF PRACTICE UNDER F.A.C. J 51 AN J -
/ IS AS FOLLOWS: FND OLD WOOD POST / 1�J
HORIZONTAL: 10MM + 1PPM (R(yjS) RIN DATE
- IN ASPHALT CUT OUT / VERTICAL: 20MM + 1 PPM (RMS), qq
SOUTH LINE OF SE 1/q SOUTH, RANGE SECTION 33, TOWNSHIP 35 S39 EAST / 1SHEET <1 OF 1
- - FILE COP' _
/ PROJECT N0. 15-526